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7530 204th St Ne_PWD3732- Preconstruction Documents_2026
4/25/24, 11:51 AM WQWebNOI-Print Certification Application Id: 46979 Certification Received: (Ecology use) Facility/Site Wet Rabbit Express Car Wash - Arlington Permit Number: Name: (Ecology use) Facility Address: 7530 204th St NE Facility County: Snohomish Arlington, WA 98223 Permittee Name: Chris McClure Permittee Title: Owner Permittee Email: chris@wetrabbitexpress.com Permittee Phone: 8476820377 Permittee 3213 W Wheeler St #750 Company Name: Wet Rabbit Express Address: Seattle, WA 98199 Car Wash Disturbed 1.428 Acreage: Certification of Permittee "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Chris McClure WRArlington LLC Manager Printed Name/ Company Title IYIII VK nAg// 4/25/24 Signature of Permittee * Date * Federal regulations require this application is signed by one of the following: A. For a corporation: By a responsible corporate officer, of at least the level of vice president. B. For a partnership or sole proprietorship: By a general partner or the proprietor, respectively. C. For a municipality, state, federal, or other public facility: By either a principal executive officer or ranking elected official. Please print, sign and mail this form to the following address: Department of Ecology ATTN: Water Quality Program, Construction Stormwater P.O. Box 47696 Olympia, WA 98504-7696 https://secureaccess.wa.gov/ecy/wgwebportal/wqwebnoi/PrintPaperCertification.aspx?id=46979 1/1 City of Arlington Community & Economic Development August 19, 2024 Chris McClure Wet Rabbit Express 3213 W.Wheeler St# 750 Seattle,WA 98199 RE: Pre-Construction Requirements Project Name: Wet Rabbit Carwash Project Address: 7530 204th St NE,Arlington,WA 98223 Project No.: PWD-3732 Dear Mr. McClure, In order for work to commence at the Wet Rabbit Carwash project site,the following items need to be submitted to the City of Arlington. 1. A performance bond will need to be on file with the City of Arlington.The City of Arlington Performance Bond form is included.We will require submittal of the original document. This bond is to insure completion of the following and shall be indicated on the security: All included infrastructure relating to water,sanitary sewer, and stormwater drainage systems, any right of way improvements along with any private and public landscaping. Performance Bond Estimated Cost of Construction is $396,952.38 x 150% _ $46,610.63 2. Contractor Information: a. License No.and 24 hour emergency contact information b. Contractor must obtain a City of Arlington Business License c. Contractor Proof of Insurance with the City of Arlington named as Additional Insured 3. Project CESCL with current certificate 4. Project Testing Company with contact information 5. Department of Ecology Construction Stormwater General Permit (1 acre or more): It is advised to apply for this permit with Department of Ecology as soon as possible due to the delays in DOE processing and permit issuance caused by changes in how DOE is functioning during COVID. 6. Material submittals for all proposed water,sewer and stormwater infrastructure shall be approved.Allow one (1)weeks'time for review of material submittals. Once the items above have been received and approved,a pre-construction meeting will be scheduled. Project closeout information The performance bond shall be released when inspection and approval of all work has been completed, as-built plans, easements, dedications, and bills of sale have been approved and a two- year, 20% maintenance bond is on file with the City of Arlington.The City does not have a template for the maintenance bond, however Surety's standard form is acceptable and shall consist of following of which shall be indicated on the security. "All included infrastructure relating to the public water, and sanitary sewer systems, right of way improvements along with any private and public landscaping." "The bond shall not be released without written discharge from the City of Arlington" Maintenance Bond Estimated Cost of Construction$16,822.50 x 20% _ $3,364.50 Should you have any questions or require additional information,please contact me at 360.403.3551 or alawlis@arlingtonwa.gov. Sincerely, Ameresia Lawlis Asst. Planner I Community&Economic Development RE: Pre-Construction Requirements Project Name:Wet Rabbit Carwash Project Address: 7530 204th Project No.: PWD-3732 Response to Aug 19, 2024 Pre-Construction Letter: 1) Performance Bond: a. To be provided by WR Arlington LLC (DBA Wet Rabbit Car Wash) 2) Contractor Info: a. Contractors License# CC SAYBRC1033L7 b. 24 hour contact: i. Jose Villa 253-365-3538 jvilla@saybr.com or ii. Kathryn Horwitz 253-365-3144 khorwitz(«bsaybr.com c. Business License: Attached. d. Requested proof of insurance with City of Arlington named as additional insured -See attached letter. 3) Project CESCL: Jose Villa 11/13/2026-Certification attached. 4) Project Testing Company: Zipper Geotechnical 5) DOE General Permit-DOE coverage letter attached. BUSINESS LICENSE STATE OF FM Issue Date: Aug 16, 2024 WASHINGTON Unified Business ID 601795367 Profit Corporation Business ID 001 Location: 0001 SAYBR CONTRACTORS, INC. Expires: Jun 30, 2025 UNEMPLOYMENT INSURANCE -ACTIVE INDUSTRIAL INSURANCE -ACTIVE TAX REGISTRATION -ACTIVE CITY/COUNTY ENDORSEMENTS: FIFE GENERAL BUSINESS - NON-RESIDENT-ACTIVE PUYALLUP GENERAL BUSINESS - NON-RESIDENT#2004009-ACTIVE LAKEWOOD GENERAL BUSINESS - NON-RESIDENT#BL1 5-00233-ACTIVE KIRKLAND GENERAL BUSINESS - NON-RESIDENT#OBL23821 -ACTIVE DUPONT GENERAL BUSINESS - NON-RESIDENT#4788 (EXPIRES 10/31/2024)-ACTIVE ISSAQUAH GENERAL BUSINESS - NON-RESIDENT-ACTIVE LACEY GENERAL BUSINESS - NON-RESIDENT#30420 (EXPIRES 10/31/2024)-ACTIVE LONGVIEW GENERAL BUSINESS - NON-RESIDENT 663360 -ACTIVE OLYMPIA GENERAL BUSINESS - NON-RESIDENT#34852 -ACTIVE PORT ORCHARD GENERAL BUSINESS - NON-RESIDENT-ACTIVE TUMWATER GENERAL BUSINESS - NON-RESIDENT#R-014386 -ACTIVE VANCOUVER GENERAL BUSINESS - NON-RESIDENT-ACTIVE TUKWILA GENERAL BUSINESS - NON-RESIDENT-ACTIVE EDMONDS GENERAL BUSINESS - NON-RESIDENT (EXPIRES 12/31/2024) -ACTIVE SEATAC GENERAL BUSINESS - NON-RESIDENT-ACTIVE This document lists the registrations,endorsements, and licenses authorized for the business named above.By accepting this document,the licensee certifies the information on the application was complete,true,and accurate to the best of his or her knowledge,and that business will be conducted in compliance with all applicable Washington state,county,and city regulations. Director,Department of Revenue STATE opwxo*/worow UB|: 6017Q53870810O01 Expires: Jun 3O. 2025 o^xon CONTRACTORS, INC. UNEMPLOYMENT INSURANCE' nanuossTHoT ACTIVE TAC0MAvvA 88408-2472 INDUSTRIAL INSURANCE ACTIVE TAX REGISTRATION'ACTIVE FIFE GENERAL BUSINESS wOw'REG|oEwT ACTIVE PuY*uuP GENERAL BUSINESS' wow'REa|oEwT#uon4ono ACTIVE LAKEWOOD GENERAL BUSINESS NON-RESIDENT#oL1o'000no' ACTIVE mRKLAwo GENERAL BUSINESS NON-RESIDENT#ooLunau1 -ACTIVE DUPONT GENERAL BUSINESS NON-RESIDENT#4rae(EXPIRES BUSINESS LICENSE STATE OF FM Issue Date: Aug 16, 2024 WASHINGTON Unified Business ID 601795367 Profit Corporation Business ID 001 Location: 0001 SAYBR CONTRACTORS, INC. Expires: Jun 30, 2025 CITY/COUNTY ENDORSEMENTS: MERCER ISLAND GENERAL BUSINESS - NON-RESIDENT#231265 (EXPIRES 11/30/2024)-ACTIVE 75 FEDERAL WAY GENERAL BUSINESS - NON-RESIDENT#19-100566-00-BL-ACTIVE LYNDEN GENERAL BUSINESS - NON-RESIDENT-ACTIVE REDMOND GENERAL BUSINESS - NON-RESIDENT#RED1 7-000685 -ACTIVE ABERDEEN GENERAL BUSINESS - NON-RESIDENT#216140 -ACTIVE BREMERTON GENERAL BUSINESS - NON-RESIDENT#31133 -ACTIVE ARLINGTON GENERAL BUSINESS - NON-RESIDENT (EXPIRES 8/31/2025) -ACTIVE BOTHELL GENERAL BUSINESS - NON-RESIDENT#11047-ACTIVE AUBURN GENERAL BUSINESS - NON-RESIDENT#BUS-24561 -ACTIVE SNOQUALMIE GENERAL BUSINESS - NON-RESIDENT-ACTIVE LICENSING RESTRICTIONS: Aberdeen city license valid until canceled by either party. No person, or business, or those under their control, shall cause or allow the discharge of unauthorized pollutants (e.g. chemicals, oils, detergents, or wastewater) into a City of Redmond storm water drainage system, surface water bodies or groundwater. Not licensed to hire minors without a Minor Work Permit. This document lists the registrations,endorsements, and licenses authorized for the business named above.By accepting this document,the licensee certifies the information on the application was complete true,and accurate to the best of his or her knowledge,and that business will be conducted in'compliance with all applicable Washington state,county,and city regulations. Director,Department of Revenue STATE opwxo*/worow UB|: 6017Q53870810O01 Expires: Jun 3O. 2025 o^xon CONTRACTORS, INC. UNEMPLOYMENT INSURANCE' nanuossTHoT ACTIVE TAC0MAvvA 88408-2472 INDUSTRIAL INSURANCE ACTIVE TAX REGISTRATION'ACTIVE FIFE GENERAL BUSINESS wOw'REG|oEwT ACTIVE PuY*uuP GENERAL BUSINESS' wow'REa|oEwT#uon4ono ACTIVE LAKEWOOD GENERAL BUSINESS NON-RESIDENT#oL1o'000no' ACTIVE mRKLAwo GENERAL BUSINESS NON-RESIDENT#ooLunau1 -ACTIVE DUPONT GENERAL BUSINESS NON-RESIDENT#4rae(EXPIRES BUSINESS LICENSE STATE OF FM Issue Date: Aug 16, 2024 WASHINGTON Unified Business ID 601795367 Profit Corporation Business ID 001 Location: 0001 SAYBR CONTRACTORS, INC. Expires: Jun 30, 2025 This document lists the registrations,endorsements, and licenses authorized for the business named above.By accepting this document,the licensee certifies the information on the application was complete true,and accurate to the best of his or her knowledge,and that business will be conducted in'compliance with all applicable Washington state,county,and city regulations. Director,Department of Revenue STATE opwxo*/worow UB|: 6017Q53870810O01 Expires: Jun 3O. 2025 o^xon CONTRACTORS, INC. UNEMPLOYMENT INSURANCE' nanuossTHoT ACTIVE TAC0MAvvA 88408-2472 INDUSTRIAL INSURANCE ACTIVE TAX REGISTRATION'ACTIVE FIFE GENERAL BUSINESS wOw'REG|oEwT ACTIVE PuY*uuP GENERAL BUSINESS' wow'REa|oEwT#uon4ono ACTIVE LAKEWOOD GENERAL BUSINESS NON-RESIDENT#oL1o'000no' ACTIVE mRKLAwo GENERAL BUSINESS NON-RESIDENT#ooLunau1 -ACTIVE DUPONT GENERAL BUSINESS NON-RESIDENT#4rae(EXPIRES IMPORTANT! PLEASE READ THE FOLLOWING INFORMATION CAREFULLY BEFORE POSTING THIS LICENSE General Information Endorsements Post this Business License in a visible location at your All endorsements should be renewed by the expiration place of business. date that appears on the front of this license to avoid any late fees. If you were issued a Business License previously, destroy the old one and post this one in its place. If there is no expiration date, the endorsements remain active as long as you continue required reporting. Tax Login to My DOR at dor.wa.gov if you need to make Registration, Unemployment Insurance, and Industrial changes to your business name, location, mailing Insurance endorsements require you to submit periodic address, telephone number, or business ownership. reports. Each agency will send you the necessary reporting forms and instructions. Telephone: 360-705-6741 For assistance or to request this document in an alternate format,visit http://business.wa.gov/BLS or call(360)705-6741.Teletype(TTY)users may use the Washington Relay Service by calling 711. BLS-700-107(07/27/20) ,!J��SY,.'JJiY.'J�i'�` ,tii�'i'i. .6r.4i��i/.•Jlili`�•. .•Jl:ii•. .•JJiil., :•�S.iy. 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'v ��`i� `�N �'>z%;, k: � is s``,; � =ram•••, y 0 0 Certif icate of (comptetton CO (U ry) "? � +� Nose Villa w � Lj L q" mwo&&d ffte "ca" wawe f"� Certified Erosion & Sediment Control Lead . M 10 6pt &44 BMP 160 WSDOE SMMEW 9/19 SMMWW 8/19 a N O W a LU Instructor CEUs:16F o U a .rf i Phil Fortunato 2 > 0c: o 0 -««- � cn Date 11/13/2023 ID# ECO-3-11132305 Expires 11/13/2026 v ,0 U06 o «(, Ego-3 Auburn, Washington 253 931-8100 www.eco-3.com ►» e `f� .p cn E w y mLU 6 p �;`\V/I ; \I�V r� _.,r.:11 V/%/ ` 1\I V Ii1 ',1\V/,l ` 1 V,ll .r 11 V/ ', 11 V 11 li V/II �, `\ V I U I ',', ♦',/ l ♦' V Y \-/ y`/, v \ ' i. •��'' V 1 +V y V 1„•�\\V/r�;'i S V ,I1 ` / . VI \`IVIf!�r'!:'�\�.V/ji,�,! 5 V � V \ i/„ 01 II V •�� - Y ,l „5'. .,� \'.J G' 4:�\ �\\Vi!':.�1/', v .5 V V V`` rll l\`••'Iy 1„• \ I'/' r ,r,S'\ r'r'411q %I, rr, y. V V ill, /1 1 1 r1'1,,'"••rril,,rl 11\...,, :.%'I'" I. 11. 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'�)A'+1�:' I;;�J�'•;.� .�,1/1'IJl,Z. f;,ll•11+�:'' :�• /1!•' '{;;I 1.+;1:' •,A„+,,,,;r. u,� r11r �. ':;,; /1� ;lylil/l1, rl irl�,,;. .1 .al. • .r„N. .,.,.I,S!• •�.,�. O 1. .:��1:. 'S1�+'1. � ;� •rJJ 1. 'S:J�•�.�.�i!'' sr'�':i!p''' ni•�•l.'!P 1,15�1�1��f1• r1/5�,�.: SAYBCON-01 GSARASWATHI ,d►coRo CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 8/20/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Hub International Northwest LLC PHONE FAX PO Box 3018 (A/C,No,Ext): (425)489-4500 (A/C,No):(425)485-8489 Bothell,WA 98041 ADDRESS:now.info@hubinternational.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Scottsdale Insurance Company 41297 INSURED INSURER B:Western National Mutual Insurance Company 15377 Saybr Contractors Inc INSURER C: 3852 South 66th St INSURER D: Tacoma,WA 98409-2408 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD MM DD YYYY MM DD YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR VRS0007506 7/1/2024 7/1/2025 DAMAGE TO RENTED 50,000 X X PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PECOT- ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: WA STOP GAP $ 1,000,000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident $ X ANY AUTO X X CPP 1235427 7/1/2024 7/1/2025 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED L $ NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE X X VES0004611 7/1/2024 7/1/2025 AGGREGATE $ 5,000,000 DED X RETENTION$ 0 $ A WORKERS COMPENSATION PER X OTH- AND EMPLOYERS'LIABILITY STATUTE ER YIN VRS0007506 7/1/2024 7/1/2025 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Pollution Liability VRS0007506 7/1/2024 7/1/2025 Occ:$1,000,000 Agg: 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Job#2241115,Project#PWD-3732,Wet Rabbit Carwash,7530 204th St NE,Arlington,WA 98223. City of Arlington is included as additional insured,Coverage is Primary and non-contributory and Waiver of Subrogation applies per the attached forms/endorsements.Per Project Aggregate applies to General Liability policy,per attached forms/endorsements. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Arlington THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Y 9 ACCORDANCE WITH THE POLICY PROVISIONS. 18204 59th Avenue NE,#B Arlington,WA 98223 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Policy Number: VRS0007506 Effective Date: 07/01/2024 Expiration Date: 07/01/2025 VIRTUE RISK PARTNERS VIRTUE PACK COMMON POLICY CONDITIONS This endorsement modifies insurance provided under VIRTUE PACK SERVICE BUSINESS PACKAGE POLICY. Notwithstanding anything contained to the contrary in this VIRTUE PACK Service Business Package Policy, it is hereby agreed that all coverages bound and scheduled in the VIRTUE PACK Service Business Package Policy Declarations or the Contractors Pollution Liability Supplemental Declarations are subject to the following terms and conditions. In the event of a conflict between the provisions of these Common Policy Conditions and any Coverage Part, the provisions of these Common Policy Conditions shall control. A. LIMITS OF LIABILITY AND DEDUCTIBLE -ALL COVERAGE PARTS 1. With the exception of any defense costs paid under the Commercial General Liability Coverage Part, the General Aggregate Limit Applicable to All Coverage Parts Combined, shown in the Declarations under Item III: Limits of Liability, is the most we will pay for the sum of CLAIMS, CLAIMS EXPENSES, occurrences or damages under all Coverage Parts, Optional Coverages, Supplemental Coverages, and Supplementary Payments under this VIRTUE PACK Service Business Package Policy. 2. If any CLAIM under any Coverage Part of this VIRTUE PACK Service Business Package Policy applies to multiple Coverage Parts,then the General Aggregate Limit Applicable to All Coverage Parts Combined, shown in the Declarations shall be limited to the highest applicable Limit of Liability payable under any one of the applicable Coverage Parts,with the exception of any applicable Excess Liability Coverage. B. ADDITIONAL INSURED 1. It is understood and agreed that Section II.WHO IS AN INSURED of the Commercial General Liability Coverage Part and Section IV. DEFINITIONS,Paragraph I. INSURED of the Contractors Pollution Legal Liability and Professional Liability Coverage Parts, as applicable,are amended to include ADDITIONAL INSUREDS,but only with respect to liability for"bodily injury," "property damage," "personal and advertising injury"or LOSS caused,in whole or in part,by: a) "your work", YOUR SERVICES, or PROFESSIONAL SERVICES performed for that ADDITIONAL INSURED and included in the "products-completed operations hazard"; b) Your acts or omissions in the performance of your ongoing operations for that ADDITIONAL INSURED;or c) The acts or omissions of those acting on your behalf in the performance of your ongoing operations for that ADDITIONAL INSURED. However: 1. The insurance afforded to such ADDITIONAL INSURED only applies to the extent permitted by law; and 2. If coverage provided to the ADDITIONAL INSURED is required by a contract or agreement, the insurance afforded to such ADDITIONAL INSURED will not be broader than that which you are required by the contract or agreement to provide for such ADDITIONAL INSURED. 2. With respect to the insurance afforded to any ADDITIONAL INSURED,the following is added to Section III. LIMITS OF INSURANCE of the Commercial General Liability Coverage Part and Section V. LIMITS OF LIABILITY AND DEDUCTIBLE of the Contractors Pollution Legal Liability and Professional Liability Coverage Parts: If coverage provided to the ADDITIONAL INSURED is required by a contract or agreement,the most we will pay on behalf of the ADDITIONAL INSURED is the amount of insurance: a. Required by the contract or agreement; or b.Available under the applicable Limits of Insurance,whichever is less. VP E 201(6/22) Page 1 of 10 ©2022 Virtue Risk Partners,LLC It is understood and agreed that for the purposes of this Endorsement the following definition shall apply. A. ADDITIONAL INSURED means: 1. Any person or entity specifically endorsed onto this Policy as an ADDITIONAL INSURED. If any, such ADDITIONAL INSURED shall maintain only those rights pursuant to this Policy as are specified by endorsement;or 2. Any person or organization the NAMED INSURED is required to name as an additional insured in a written contract or agreement,but only with respect to "your work,"YOUR SERVICES or PROFESSIONAL SERVICES performed by or on behalf of the NAMED INSURED for that person or organization. However, such persons or organizations are covered only with respect to "bodily injury," "property damage," "personal and advertising injury,"or LOSS arising out of"your work,"YOUR SERVICES or PROFESSIONAL SERVICES and are not covered for any"bodily injury," "property damage," "personal and advertising injury," or LOSS arising out of the person's or organization's own liability. C. EXCLUSIONS There is no coverage whatsoever under this Policy for any of the following. We will also have no duty to defend the insured against any suit seeking damages to which this insurance does not apply. 1. Cross Suits Any INJURY or DAMAGE, liability or obligation from any CLAIM initiated, alleged or caused to be brought about by a NAMED INSURED or INSURED against any other NAMED INSURED or INSURED. This exclusion shall not apply to INJURY,DAMAGE,or CLAIMS brought by any person(s) or organization(s) whom you agree,in a written contract,to name as an ADDITIONAL INSURED,provided such ADDITIONAL INSURED: a) is not a parent, subsidiary or affiliate of any NAMED INSURED; b) does not have any ownership interest in any NAMED INSURED; c) is not owned, operated, controlled, or managed by any NAMED INSURED. 2. Prior Knowledge,Expected or Intended Injury BODILY INJURY,PROPERTY DAMAGE,ENVIRONMENTAL DAMAGE,POLLUTION CONDITIONS or any LOSS expected or intended, should have been known by, or could have reasonably been expected by any RESPONSIBLE INSURED,to give rise to a CLAIM. This exclusion shall not apply to BODILY INJURY resulting from the use of reasonable force to protect persons or property. 3. Intentional Acts BODILY INJURY,PROPERTY DAMAGE,ENVIRONMENTAL DAMAGE or any LOSS based upon or arising from any acts of an INSURED which are based upon or otherwise attributed to the INSURED'S intentional,willful,dishonest,fraudulent,malicious,deliberate or knowingly wrongful act,including but not limited to such behavior or non-compliance with any statute,regulation, ordinance,administrative complaint, notice of violation,notice letter, executive order,or instruction of any governmental agency or body prior to or after inception of this Policy,including but not limited to an intentional discharge, seepage,disposal,dispersal, migration,release of any substance that could cause a POLLUTION CONDITION,committed by or at the direction of a RESPONSIBLE INSURED. This exclusion does not apply to a RESPONSIBLE INSURED that did not commit, participate in, or have knowledge of such an act. 4. Workers' Compensation Any liability or obligation of any INSURED under any workers compensation,disability benefits, unemployment compensation, employee benefits, pension sharing, ERISA law or any similar federal, state or local law and any amendments thereto. 5. Employment Practices Liability INJURY OR DAMAGE to: a. A person arising out of any: (1) Refusal to employ that person; (2) Termination of that person's employment; or VP E 201(6/22) Page 2 of 10 ©2022 Virtue Risk Partners,LLC (3) Employment-related practices,policies,acts or omissions, such as coercion,demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation, discrimination or malicious prosecution directed at that person;or b. The spouse, child,parent,brother or sister of that person as a consequence of INJURY OR DAMAGE to that person at whom any of the employment-related practices described in paragraphs (1), (2) or (3) above is directed. This exclusion applies whether the injury-causing event described in paragraphs (1), (2) or (3) above occurs before employment,during employment or after employment of that person. This exclusion applies: 1. Whether the insured may be liable as an employer or in any other capacity; and 2. To any obligation to share damages with or repay someone else who must pay damages because of the injury. 6. Employer's Liability BODILY INJURY to: 1. An EMPLOYEE of any INSURED,their parent, subsidiary or affiliate, arising out of and in the course of employment by any INSURED,their parent, subsidiary or affiliate, or while performing duties related to the conduct of any INSURED'S business or the business of any INSURED's parent, subsidiary or affiliate;and 2. The spouse, child, parent, brother or sister of that EMPLOYEE as a consequence of Paragraph 5 a. above. This exclusion applies whether any INSURED may be liable as an employer or in any other capacity and to any obligation of any INSURED to share damages with or repay someone who must pay damages because of such BODILY INJURY. This exclusion does not apply to liability assumed by any INSURED under an INSURED CONTRACT. 7. Related Claims Any coverage provided under this Policy shall not apply to a CLAIM previously reported to the Company or any CLAIM or CLAIMS EXPENSES involving substantially the same general conditions or allegations that gave rise to any demand as referenced in the application,including any addendum or addenda attached thereto. 8. Injunctive Relief,Fines and Penalties Any CLAIM seeking injunctive relief or payment for fines or penalties. 9. Project Coverage Any liability or obligation from any project for which any INSURED is an insured on a separate project-specific policy issued by any insurance company. 10. Unsolicited Communications Any liability or obligation, including obligations to pay damages or defend any claim or suit by reason of the assumption of liability in an INSURED CONTRACT, from unsolicited communications or allegations of unsolicited communications made by or on behalf of any INSURED. Unsolicited communications means any form of communication, distribution, or the transmittal or publication of information or material,including,but not limited to facsimile,electronic mail,postal mail,express mail, telephone,internet or web-based advertisement,instant message, SMS message or text message that the recipient has not specifically requested. Unsolicited communications includes,but is not limited to actual or alleged violations o£ a. The Telephone Consumer Protection Act (47 U.S.0 227), including any amendment of, or addition to, such statute; b. The Controlling the Assault of Non-Solicited Pornography and Marketing Act (15 U.S.0 7701), including any amendment of,or addition to, such statue; or c. Any other statue, ordinance or regulation relating to the communication, distribution or transmittal of unwanted content,information or material. VP E 201(6/22) Page 3 of 10 ©2022 Virtue Risk Partners,LLC 11. Access or Disclosure of Confidential or Personal Information Any liability or obligation arising out of any access to or disclosure of any person's or organization's confidential or personal information,including patents,trade secrets,processing methods,customer lists,financial information,credit card information,health information or any other type of nonpublic information. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by you or others arising out of any access to or disclosure of any person's or organization's confidential or personal information. 12. Cyber Liability Any liability or obligation arising out of any cyber liability, including but not limited to data breach, spyware, malware,ransomware,phishing,or other electronic system hack or breach. 13. Climate Change Any liability or obligation arising out of allegations related to global warming or climate change, including but not limited to effects of any naturally occurring or man-made gas,on the earth's climate. 14. Fire Suppression Negligence Exclusion Any liability or obligation arising out of the NAMED INSURED'S failure to provide safeguards,monitoring or emergency fire suppression equipment,during and up to one hour after performing any operations involving any activity or operation that generates sparks, flames or heat capable of causing combustion. 15. War Any liability or obligation of any INSURED caused,arising,directly or indirectly,out o£ a. War,including undeclared or civil war; b. Warlike action by a military force,including action in hindering or defending against an actual or expected attack,by any government, sovereign or other authority using military personal or other agents;or c. Insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. 16. Radioactive Waste Any liability or obligation for radioactive,toxic or explosive properties of NUCLEAR MATERIAL.This exclusion shall not apply to the INSURED'S work as it relates to remediation and/or decommissioning of nonreactive sites which may contain or have become contaminated with Low-Level Radioactive Waste as defined in the Low-Level Radioactive Waste Policy Act and which is under the regulatory authority of the Atomic Energy Act of 1954,as amended. 17. NUCLEAR EXCLUSION I. Any obligation: A. Under any Liability Coverage, to injury, sickness, disease, death or destruction, BODILY INJURY or PROPERTY DAMAGE: 1. With respect to which an INSURED under the Policy is also an INSURED under a nuclear energy liability policy issued by Nuclear Energy Liability Insurance Association,Mutual Atomic Energy Liability Underwriters,Nuclear Insurance Association of Canada or any of their successors,or would be an INSURED under any such policy but for its termination upon exhaustion of its limit of insurance;or 2. Resulting from the HAZARDOUS PROPERTIES of NUCLEAR MATERIAL and with respect to which: (a) any person or organization is required to maintain financial protection pursuant to the Atomic Energy Act of 1954,or any law amendatory thereof,or(b) the INSURED is,or had this policy not been issued would be, entitled to indemnity from the United States of America, or any agency thereof,under any agreement entered into by the United States of America, or any agency thereof, with any person or organization. VP E 201(6/22) Page 4 of 10 ©2022 Virtue Risk Partners,LLC B Under any Medical Payments Coverage, or under any Supplementary Payments Provision relating to immediate medical or surgical relief, first aid, to expenses incurred with respect to BODILY INJURY, sickness,disease or death resulting from the HAZARDOUS PROPERTIES of NUCLEAR MATERIAL and arising out of the operation of a NUCLEAR FACILITY by any person or organization. C. Under any Liability Coverage, to injury, sickness, disease, death or destruction, BODILY INJURY or PROPERTY DAMAGE resulting from HAZARDOUS PROPERTIES of NUCLEAR MATERIAL,if- 1. The NUCLEAR MATERIAL is at, or has been discharged or dispersed from any NUCLEAR FACILITY owned by,or operated by or on behalf of,an INSURED;or 2. The NUCLEAR MATERIAL is contained in SPENT FUEL or WASTE and was at any time possessed, handled, used, processed, stored, transported or disposed of by or on behalf of an INSURED;or 3. The injury, sickness, disease, death or destruction,BODILY INJURY or PROPERTY DAMAGE arises out of the furnishing by an INSURED of services,materials,parts or equipment in connection with the planning, construction,maintenance,operation or use of any NUCLEAR FACILITY,but if such facility is located within the United States of America,its territories or possessions or Canada, this exclusion (3) applies only to injury to or destruction of property at such NUCLEAR FACILITY, PROPERTY DAMAGE to such NUCLEAR FACILITY and any property thereat. As used in this Endorsement: A. HAZARDOUS PROPERTIES mean radioactive,toxic or explosive properties. B. NUCLEAR FACILITY means: 1. Any NUCLEAR REACTOR; 2. Any equipment or device designed or used for (a) separating the isotopes of uranium or plutonium, (b) processing or utilizing SPENT FUEL, or (c) handling,processing or packaging WASTE; 3. Any equipment or device used for the processing fabricating or alloying of SPECIAL NUCLEAR MATERIAL,if at any time the total amount of such material in the custody of the INSURED at premises where such equipment or device is located consists of or contains more than 25 grams of plutonium or uranium 233 or any of the combination thereof, or more than 250 grams of uranium 235; or 4. Any structure,basin, excavation,premises or place prepared or used for the storage or disposal of WASTE including the site on which any of the foregoing is located,all operations conducted on such site and all premises used for such operations. C. NUCLEAR MATERIAL means SOURCE MATERIAL, SPECIAL NUCLEAR MATERIAL, or BY- PRODUCT MATERIAL. D. NUCLEAR REACTOR means any apparatus designed or used to sustain nuclear fission in a self- supporting chain reaction or to contain a critical mass of fissionable material. E. SOURCE MATERIAL, SPECIAL NUCLEAR MATERIAL, and BY-PRODUCT MATERIAL have the meanings given them in the Atomic Energy Act of 1954 or in any law amendatory thereof. F. SPENT FUEL means any fuel element or fuel component, solid or liquid, which has been used or exposed to radiation in a NUCLEAR REACTOR. G. WASTE means any waste material: (a) containing BY-PRODUCT MATERIAL other than the tailings or waste produced by the extraction or concentration of uranium or thorium from any ore processed primarily for its SOURCE MATERIAL content, and (b) resulting from the operation by any person/organization of any NUCLEAR FACILITY included in the first two paragraphs of NUCLEAR FACILITY. With respect to injury to or destruction of property, the word injury or the word destruction includes all forms of radioactive contamination of property. PROPERTY DAMAGE also includes all forms of radioactive contamination of property. VP E 201(6/22) Page 5 of 10 ©2022 Virtue Risk Partners,LLC D. GENERAL CONDITIONS 1. Actions Against Company: No action shall lie against the Company unless,as a condition precedent thereto, each INSURED has fully complied with all of the provisions of this Policy, or until the amount of the INSURED'S obligation to pay shall have been finally determined either by written agreement of the INSURED or by judgment against the INSURED after actual trial and appeal has been concluded. Any person,organization or legal representative thereof who has secured such judgment or written agreement shall thereafter be entitled to recover under this Policy to the extent of the insurance afforded by this Policy.No person or organization shall have any right under this Policy to join the Company as a parry to any action against the INSURED to determine the INSURED liability,nor shall the Company be impleaded by the INSURED or his legal representative. 2. Additional Premiums: If, during this POLICY PERIOD, an increase in the risk or hazards covered hereunder occurs,the Company shall have the right to charge the appropriate additional premium. 3. Assignment: This Policy may not be assigned and shall be void if assigned or transferred without prior written consent of the Company. 4. Bankruptcy or Insolvency:Bankruptcy or Insolvency of the INSURED or of the INSURED estate shall not relieve the Company of any of its obligations hereunder. 5. Cancellation: This Policy may be cancelled by the NAMED INSURED by surrender thereof to the Company or any of its authorized agents or by mailing written notification stating when thereafter the cancellation shall be effective.This Policy may be cancelled by the Company for any reason,by mailing to the NAMED INSURED at the address shown in the Policy,written notification not less than 60 days (10 days for nonpayment of premium) thereafter such cancellation shall be effective. Proof of mailing of such notification shall be sufficient proof of notification.The time of surrender or the effective date and hour of cancellation stated in the notification shall become the end of the POLICY PERIOD. Delivery of such written notification either by the NAMED INSURED or by the Company shall be equivalent to mailing. If the NAMED INSURED cancels, earned premium shall be computed in accordance with the customary short rate table and procedure. If the Company cancels, earned premium shall be computed pro rata. Premium adjustment may be either at the time cancellation is effected or as soon as practicable after cancellation becomes effective,but payment or tender of unearned premium is not a condition of cancellation.The Company shall be entitled to cancel for non-payment of premium should monies,including,but not limited to premium, fees,or deductibles,be owed on any current or past policy by any NAMED INSURED to the Company.The Company shall be entitled to retain any unearned premium toward such monies owed. 6. Changes: Notification to any agent or knowledge possessed by any agent or by any other person shall not effect a waiver or a change in any part of this Policy or estop the Company from asserting any right under the terms of this Policy;nor shall the terms of this Policy be waived or changed,except by endorsement issued to form a part of this Policy. 7. Choice of Law: The policy shall be governed and construed in accordance with the laws of the State of New York,without giving effect to conflict of law rules. 8. Coverage Territory. This Policy applies to CLAIMS made: a. In the United States of America (including its territories and possessions),Puerto Rico and Canada; b. International waters or airspace, but only if the injury or damage occurs in the course of travel or transportation between any places included in Paragraph 1 above; or c. All other parts of the world if the injury or damage arises out of: i. Goods or products made or sold by the INSURED in the territory described in Paragraph a. above;or ii. The activities of a person whose home is in the territory described in Paragraph a. above,but is away for a short time on your business. provided the insured's responsibility to pay damages is determined in a CLAIM on the merits, in the territory described in Paragraph a. above or in a settlement we agree to. VP E 201(6/22) Page 6 of 10 ©2022 Virtue Risk Partners,LLC 9. Declarations and Representations: By acceptance of this Policy, the NAMED INSURED agrees that the statements contained in the Application for insurance,all supplemental materials,CLAIM information and any other information including submitted to the Company,including but not limited to the aforementioned,are accurate and complete at the time such information was reported. All submitted information comprise the INSURED'S agreements and representations,and knowledge that this Policy is issued in reliance upon the truth of such representations and that this Policy Declarations,Provisions,and Endorsements embody all agreements existing between all INSUREDS and the Company and supersede any prior express or implied agreements relating to this Policy. The NAMED INSURED acknowledges and agrees that the Application and any other information submitted by the NAMED INSURED is incorporated into, and is part of,this Policy.The NAMED INSURED also acknowledges and agrees that the representations and warranties and contained in the Application or in any other information submitted by the NAMED INSURED in an effort to procure this Policy, are complete, true and correct and that the Company issued this Policy in specific reliance upon the representations and warranties contained in the Application and in any other information submitted by the NAMED INSURED. 10. Independent Counsel: In the event the INSURED is entitled by law to select independent counsel to defend the INSURED at the Company's expense, the attorney fees and all other litigation expenses the Company must pay to that counsel are limited to the rates the Company actually pays to counsel the Company retains in the ordinary course of business in the defense of a similar CLAIM or in the community where the CLAIM arose or is being defended. Additionally,the Company may exercise the right to require that such counsel have certain minimum qualifications with respect to their competency, including experience in defending CLAIMS similar to the one pending against the INSURED and to require such counsel to have errors and omissions insurance coverage. As respects any such counsel, the INSURED agrees that counsel will timely respond to the Company's requests for information regarding the CLAIM. Furthermore, the INSURED may at any time,by its signed consent, freely and fully waive its right to select independent counsel. 11. Inspection and Audit: Any of the Company's authorized representatives shall have the right and opportunity, but not the obligation,when the Company so desires,to interview persons employed by the INSURED and to inspect at any reasonable time,during the POLICY PERIOD or thereafter,the INSURED'S premises, equipment,operations, COVERED LOCATIONS and all improvements, structures,products,ways,works, machinery and appliances thereon;but neither the Company nor its representatives shall assume any responsibility or duty to the INSURED or to any other party,person or entity,by reason of such right or inspection. Neither the Company's right to make inspections,nor the actual undertaking thereof nor any report thereon shall constitute an undertaking on behalf of the INSURED or others,to determine or warrant that property or operations are safe,healthful or conform to acceptable engineering practices or are in compliance with any law,rule or regulation.The NAMED INSURED agrees to provide access to appropriate personnel to assist the Company's representatives during any inspection.The Company shall also have the right to examine or audit any financial records of the NAMED INSURED to inspect for accuracy in reporting income or revenue as represented and warranted in the Application. Premium audits may be processed as a result of such inspection, after any policy expires or is terminated. Premium adjustment calculations shall determine additional premiums due,if any,and shall not result in any mid-term downward adjustment of premium. 12. Material Change in Risk: The INSURED must endeavor to notify the Company,in writing, of any change in operations which materially increases the risk from that originally assumed by the Company at Policy inception. Any failure by the INSURED to notify the Company may void all additional risk presented to the Company,if that failure to notify the Company presents additional exposure that the company has not had the opportunity to assess or receive due consideration for.The Company reserves the right to rescind all coverage offered under this policy,accordingly. VP E 201(6/22) Page 7 of 10 ©2022 Virtue Risk Partners,LLC 13. Mediation and Deductible Credit: If the INSURED and the Company agree to use Mediation to resolve a covered CLAIM,and is completely resolved by such Mediation,the INSURED's Deductible obligation will be reduced by 75%, subject to a maximum monetary reduction of$35,000. For the purpose of this paragraph, Mediation means a non-binding process where a neutral panel of individuals assist the parties to reach their own settlement.When this occurs,we will reimburse the NAMED INSURED as soon as practical for any qualifying deductible amount which was already paid by the NAMED INSURED prior to the Mediation. 14. Minimum Earned Premium: If this Policy is cancelled at the request of any NAMED INSURED, the total retained by the Company shall not be less than 25.00%. 15. Nonrenewal:The Company may non-renew this Policy by mailing or delivering to the NAMED INSURED at the address stated on the Declarations Page,or any endorsement amending the Declarations Page,written notice of nonrenewal at least sixty (60) days before the expiration date of this Policy. The offer of Policy terms, conditions or premium different than those in effect prior to renewal, shall not constitute non-renewal. 16. Other Insurance: Commercial General Liability Coverage Only: a. Primary Insurance:This insurance is primary except when b. below applies. b. Excess Insurance: (1) This insurance is excess over any other insurance, whether primary, excess, contingent or on any other basis: (a) That is Fire, Extended Coverage, Builder's Risk, Installation Risk or similar coverage for "your work"; (b) That is Fire insurance for premises rented to you or temporarily occupied by you with permission of the owner; (c) That is insurance purchased by you to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; (d) If the loss arises out of the maintenance or use of aircraft, "auto" or watercraft to the extent not subject to Exclusion g. of Coverage A (SECTION 1);or (e) That is valid and collectible insurance available to you under any other policy. (2) When this insurance is excess,we will have no duty under Coverages A or B to defend the insured against any"suit"if any other insurer has a duty to defend the insured against that"suit." If no other insurer defends,we will undertake to do so,but we will be entitled to the insured's rights against all those other insurers. (3) When this insurance is excess over other insurance, we will pay only the amount of the loss, if any, that exceeds the sum of- (a) The total amount that all such other insurance would pay for the loss in the absence of this insurance;and (b) The total of all deductible and self-insured amounts under all other insurance. If a loss occurs involving two or more policies, each of which states that its insurance will be excess, then our policy will contribute on a pro rata basis. All Other Coverage Parts except the Environmental Impairment Liability Coverage Part: If any part of either LOSS or CLAIMS EXPENSE are covered under this Policy and any other valid and collectible current,prior or subsequent Policy(ies) issued by any other insurer,this Policy shall provide coverage for such LOSS or CLAIMS EXPENSE on a pro rata basis with such other policy according to the applicable Limits of Liability of the applicable Coverage Part and such other policy. This coverage shall apply on an excess basis over any and all Project Specific Policies. VP E 201(6/22) Page 8 of 10 ©2022 Virtue Risk Partners,LLC This insurance shall in no way be increased or expanded as a result of the receivership,insolvency,or inability to pay of any insurer with respect to both the duty to indemnify and the duty to defend.This also applies to the INSURED while acting as a self-insured for any coverage.The INSURED shall promptly upon the request of the Company provide the Company with copies of all policies potentially applicable against the liability to which this Policy applies. The Company's obligation to make any payment for TRANSPORTATION shall be on an excess and non- contributory basis over any other primary and excess insurance available to the INSURED, whether collectible or not. 17. Primary Non-Contributory: Except as otherwise specified herein,this Policy shall be considered primary to any similar insurance held by third parties with respect to "your work,"YOUR SERVICES and PROFESSIONAL SERVICES performed by you under any written contractual agreement with such third parry. It is further agreed that any other insurance which person(s) or organizations(s) as referenced above may have,is excess and non-contributory to this insurance. 18. Severability: Except with respect to the Limits of Liability, and any rights or duties specifically assigned in this Policy to the NAMED INSURED,this insurance applies as if each NAMED INSURED were the only NAMED INSURED and separately to each INSURED against whom a CLAIM is made. Notwithstanding the foregoing,where no coverage is afforded under this policy to the NAMED INSURED,no coverage is afforded to any INSURED under this policy. 19. Sole Agent: The NAMED INSURED first listed in the Declarations shall be deemed agent of,and act on behalf of, all other INSUREDS,if any,with respect to all matters involving this policy,including the payment or return of premium,payment of all deductibles,receipt and acceptance of any endorsement issued to form a part of the Policy,giving and receiving notification of cancellation or non-renewal,and the exercise the Policy of the rights provided in the Extended Reporting Period clause,if applicable.The Company shall have the right to seek indemnification from any INSURED or any other person who may be legally liable for the debts of the NAMED INSURED. 20. Transfer or Recovery Rights: If the Company pays any amount or incurs CLAIM EXPENSE under this Policy, the Company shall be subrogated to the rights of recovery of each INSURED,against any person, firm or organization. All INSUREDS shall execute and deliver instruments and papers and do whatever else is necessary to secure such rights,including without limitation,assignment of the INSURED rights against any person or organization on account of which the Company made payment or incurred coverage expense under this Policy. The INSURED shall do nothing to waive or prejudice such rights either prior or subsequent to any CLAIM. 21. Transfer of the NAMED INSURED'S Rights and Duties:The NAMED INSURED'S rights and duties under this policy may not be transferred without the Company's written consent except in the case of death of an individual NAMED INSURED. If an individual NAMED INSURED dies, their rights and duties will be transferred to the NAMED INSURED'S legal representative,but only while acting within the scope of duties as the NAMED INSURED'S legal representative. Until the NAMED INSURED'S legal representative is appointed,anyone having proper temporary custody of the NAMED INSURED'S property will have the NAMED INSURED'S rights and duties,but only with respect to that property. 22.Waiver of Subrogation:The Company waives any right of recovery it may have against any person(s) or organization(s) to whom the NAMED INSURED agrees, in a written contract, to provide a waiver of subrogation because of payments the Company makes for injury or damage arising out of the YOUR SERVICES done under a contract with that person or organization. This status exists only for the project specified in that contract. Under no circumstances shall this provision act to extend the policy period, change the scope of coverage, or increase the Aggregate Limits of Insurance scheduled in the VIRTUE PACK Service Business Package Policy Declarations or in any Supplemental Declarations. This paragraph shall not apply to the Environmental Impairment Liability Coverage Part. VP E 201(6/22) Page 9 of 10 ©2022 Virtue Risk Partners,LLC 23. Claim and Loss Apportionment. If a Claim made against an Insured includes both covered and uncovered allegations,or is made against an Insured and others not insured,the Insured and the Company recognize that there must be an allocation between covered and uncovered Claim Expenses and Loss payments,if any.The Insured and the Company shall use good faith efforts to agree upon a fair allocation between covered and uncovered Claims, Claim Expenses,and Loss taking into account the relative legal and financial exposures,and the relative benefits obtained in connection with the defense and/or settlement of the Claim by the Insured or others. a. If the Insured and the Insurer are unable to agree on the amount of the allocation, then the Company shall pay only those amounts (excess of the Deductible) which the Company deems to be fair and equitable until a different amount shall be agreed upon or determined pursuant to the terms of this Policy. b. The Company may advance Claims Expenses and or Loss and pursuant to this paragraph prior to the final disposition of any such Claim,provided such Claim is covered by this Policy.Any such advance shall be on the condition that: (1) the appropriate Deductible has been satisfied;and (2) any amounts advanced by the Company shall serve to reduce the Limit of Liability stated in the Declarations to the extent they are not in fact repaid;and (3) the Insured and the Company have agreed upon the portion of the Claims Expenses or Loss attributable to covered Claims against the Insureds;provided,however,if no agreement,the Company shall pay Costs of Defense as specified herein;and (4) in the event it is finally established that the Company has no liability under the Policy for such Claim, the Insured will repay the Company all Claims Expenses and/or Loss advanced by virtue of this provision. All other policy terms and conditions shall remain the same. PLEASE READ THIS ENDORSEMENT CAREFULLY AND COMPLETELY. THIS ENDORSEMENT CHANGES THE POLICY. ALL OTHER TERMS AND CONDITIONS REMAIN THE SAME. VP E 201(6/22) Page 10 of 10 ©2022 Virtue Risk Partners,LLC Policy# VRS0007506 Effective Date: 7/01/2024 Expiration Date: 7/01/2025 VIRTUE RISK PARTNERS VIRTUE PACK DESIGNATED CONSTRUCTION PROJECT(S) AGGREGATE LINIIT SUBJECT TO AN ALL PROTECTS LIMIT PLEASE READ THIS ENDORSEMENT CAREFULLY AND COMPLETELY. THIS ENDORSEMENT CHANGES THE POLICY. ALL OTHER TERMS AND CONDITIONS REMAIN THE SAME. This endorsement modifies insurance provided under Commercial General Liability Coverage Part of the VIRTUE PACK SERVICE BUSINESS PACKAGE POLICY. With respect to coverage provided by this endorsement, the provisions of the Coverage Part apply unless modified by the endorsement COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): All Projects occurring away from your own premises. Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences" under Section I—Coverage A,and for all medical expenses caused by accidents under Section I— Coverage C,which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Per Project Aggregate Limit equal to the General Aggregate Limit shown in the Declarations shall apply to each Designated Construction Project. However,the most we will pay under the insurance provided by this endorsement for all Designated Construction Projects shown in the Schedule above is$ unless otherwise stated below. $ 2. The separate Designated Per Project Aggregate Limit provided in A.1. above is the most we will pay for the sum of all damages under Coverage A,except damages because of"bodily injury"or "property damage"included in the"products-completed operations hazard,"and for medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits"brought;or c. Persons or organizations making claims or bringing"suits." 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the separate Designated Per Proj ect Aggregate Limit provided in A.1.for that particular Designated Construction Project Such payments shall not reduce the General Aggregate Limit shown in the Declarations,not shall they reduce the insurance provided by this endorsement for any other Designated Construction Project. VP CGL E 332 (01/17) Page 1 of 2 ©2017 Virtue Risk Partners, LLC 4. The limits shown in the Declarations for Each Occurrence,Damage To Premises Rented To You and Medical Expense continue to apply.However,instead of being subject to the General Aggregate Limit shown in the Declarations,such limits will be subject to the applicable separate Designated Per Project Aggregate Limit provided in A.1.for each Designated Construction Project. B. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrence" under Section I—Coverage A,and for all medical expenses caused by accidents under Section I— Coverage C,which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit,whichever is applicable;and 2. Such payments shall not reduce any separate Designated Per Project Aggregate Limit provided in A.1. C. When coverage for liability arising out of the"products-completed operations hazard"is provided,any payments for damages because of"bodily injury"or"property damage"included in the"products- completed operations hazard"will reduce the Products-Completed Operations Aggregate Limit,and not reduce the General Aggregate Limit nor any separate Designated Per Proj ectAggregate Limit provided inA.1. D. If the applicable designated construction project has been abandoned,delayed,or abandoned and then restarted,or if the authorized contracting parties deviate from plans,blueprints,designs,specifications or timetables,the projectwill still be deemed to be the same construction project. E. The provisions of Section III—Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. PLEASE READ THIS ENDORSEMENT CAREFULLYAND COMPLETELY. THIS ENDORSEMENT CHANGES THE POLICY. ALL OTHER TERMS AND CONDITIONS REMAIN THE SAME. VP CGL E 332 (01/17) Page 2 of 2 ©2017 Virtue Risk Partners,LLC Policy Number CPP 1235427 WN CA 80 06 19 BUSINESS AUTO ENHANCEMENT EDGE ENDORSEMENT The Business Auto Enhancement Edge Endorsement is an optional endorsement that provides coverage enhancements. The following is a summary of broadened coverages provided by this endorsement. No coverage is provided by this summary, refer to the following endorsement for changes in your policy. SUMMARY OF COVERAGES PAGE Accidental Airbag Deployment Coverage 5 Audio, Visual and Data Electronic Equipment—Limit Amended 5 Auto Loan/Lease Gap Coverage 5 Blanket Additional Insured 3 Blanket Waiver of Subrogation 5 Broadened Definition of Insured includes: • Newly Acquired Organizations for up to 180 Days 2 • Employees as Insureds 2 • Subsidiaries in Which You Own 50% or More 2 Deductible Waiver for Glass Repair 4 Employee Hired Auto 6 Fellow Employee Coverage 3 Hired Auto Physical Damage Coverage 3, 6 Knowledge of Accident, Claim, Suit or Loss 5 Loss Of Use Expenses -Amended 3 Personal Effects 3 Primary and Noncontributory If Required by a Written Contract or Written Agreement 6 Rental Reimbursement Coverage 4 Supplementary Payments -Amended: • Bail Bonds up to$5,000 3 • Loss of Earnings up to $500/Day 3 Temporary Substitute Vehicle Physical Damage 2 Towing 3 Transportation Expense Limits—Amended 3 Unintentional Failure to Disclose Hazards 6 WN CA 80 06 19 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 Of 6 WN CA 80 06 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO ENHANCEMENT EDGE ENDORSEMENT This endorsement modifies the insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to the coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. The SECTIONS of the Business Auto Coverage Form identified in this endorsement will be amended as shown below. SECTION I — COVERED AUTOS COVERAGE e. Any organization which is newly acquired or AMENDMENTS formed by you and over which you maintain A. Temporary Substitute Vehicle Physical Damage majority ownership. However, coverage under this provision: SECTION I — COVERED AUTOS, C. Certain Trailers, Mobile Equipment And Temporary (1) is afforded only for the first 180 days after Substitute Autos is amended by adding the you acquire or form the organization or until following: the end of the policy period, whichever comes first; If a covered "auto" you own is out of service because of its: (2) does not apply to "bodily injury" or"property damage" that results from an "accident" a. Breakdown; that occurred before you formed or b. Repair; acquired the organization; c. Servicing; (3) does not apply to any newly acquired or d. "Loss", or formed organization that is a joint venture e. Destruction; or partnership; and the Physical Damage Coverages provided by the (4) does not apply to an "insured" under any Business Auto Coverage Form for that disabled other automobile liability policy or would be covered "auto" are extended to any "auto" you do an "insured" under such a policy but for not own while used with the permission of its owner termination of such policy or the exhaustion as a temporary substitute for the covered "auto" of such policy's limits of insurance. that is out of service. f. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or SECTION II — COVERED AUTOS LIABILITY borrow in your business or your personal COVERAGE AMENDMENTS affairs. A. Who Is An Insured g. Any "employee" of yours is an "insured" while SECTION II — COVERED AUTOS LIABILITY operating a covered "auto" hired or rented COVERAGE, A. Coverage, 1. Who Is An Insured under a contract or agreement in the "employee's" name, with your permission, while is amended to add: performing duties related to the conduct of your d. Any legally incorporated subsidiary of yours in business. which you own more than 50% of the voting stock on the effective date of this coverage form. However, "insured" does not include any subsidiary of yours that is an "insured" under any other automobile liability policy or would be an "insured" under such policy but for termination of such policy or the exhaustion on such policy's limits of insurance. WN CA 80 06 19 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 2 of 6 B. Blanket Additional Insured SECTION III — PHYSICAL DAMAGE COVERAGE SECTION II — COVERED AUTOS LIABILITY AMENDMENTS COVERAGE, A. Coverage, 1. Who Is An Insured, A. Towing paragraph c.is amended to add the following: SECTION III — PHYSICAL DAMAGE COVERAGE, Any person or organization who is required under a A. Coverage,2. Towing, is amended by adding the written contract or agreement between you and that following: person or organization, that is signed and executed 2. Towing by you before the "bodily injury" or "property damage" occurs and that is in effect during the We will pay up to $250 for towing and labor policy period, to be named as an additional insured costs incurred each time a covered "auto" is is an "insured" for Liability Coverage, but only for disabled. However, the labor must be damages to which this insurance applies and only performed at the place of disablement. This to the extent that persons or organization qualifies $250 limit is reduced by any applicable towing as an "insured" under the Who Is An Insured limit shown in the declarations. provision contained in Section ll. Regardless of the number of disablements, the C. Liability Coverage Extensions — Supplementary maximum amount we will pay under this Payments endorsement for all towing and labor costs combined during any one year is $2,500. SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 2. Coverage B. Transportation Expense—Limits Amended Extensions, a. Supplementary Payments is SECTION III — PHYSICAL DAMAGE COVERAGE, amended by replacing subparagraphs (2) and (4) A. Coverage, 4. Coverage Extensions, a. with the following: Transportation Expenses is amended by replacing (2) Up to $5,000 for cost of bail bonds (including $20 per day/$600 maximum limit with $50 per bonds for related traffic law violations) required day/$1000 maximum. because of an "accident" we cover. We do not have to furnish these bonds. C. Hired Auto Physical Damage — Loss Of Use Expenses—Limits Amended (4) All reasonable expenses incurred by the SECTION III — PHYSICAL DAMAGE COVERAGE, "insured" at our request, including actual loss of earnings up to $500 a day because of time off A. Coverage,4. Coverage Extensions, b. Loss of from work. Use Expenses is amended by replacing the $20 per day/$600 maximum limit with $50 per day/$750 D. Fellow Employee Coverage maximum limit. SECTION II — COVERED AUTOS LIABILITY D. Personal Effects Coverage COVERAGE, B. Exclusions, S. Fellow Employee, the following is added: SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions is Co-Employee Lawsuit Defense Cost amended by adding the following: Reimbursement c. Personal Effects If a suit seeking damages for "bodily injury" to any We will pay up to $500 for "loss" to personal fellow "employee" of the "insured" arising out of and effects, which are: in the course of the fellow "employee's" employment or while performing duties related to (1) Owned by an "insured"; and the conduct of your business, or a suit seeking damages brought by the spouse, child, parent, (2) In or on your covered "auto." brother or sister of that fellow "employee", is This coverage applies only in the event of the total brought against you, we will reimburse reasonable theft of your covered "auto." No deductible applies costs that you incur in the defense of such matters. to this coverage. Any reimbursement made pursuant to this sub-section will be in addition to the limits of liability set forth in the Declarations. WN CA 80 06 19 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 3 of 6 E. Glass Repair—Deductible Waiver G. Rental Reimbursement SECTION III — PHYSICAL DAMAGE COVERAGE, SECTION III — PHYSICAL DAMAGE COVERAGE A. Coverage, 3. Glass Breakage — Hitting A Bird A. Coverage, is amended by adding the following: Or Animal — Falling Objects Or Missiles, is 6. Rental Reimbursement amended by adding the following: No deductible will apply to glass breakage if such This coverage applies only to a covered "auto" glass is repaired, in a manner acceptable to us, of the private passenger or light truck type as rather than replaced. follows: a. We will pay for rental reimbursement F. Hired Auto Physical Damage expenses incurred by you for the rental of a SECTION III — PHYSICAL DAMAGE COVERAGE, private passenger or light truck type "auto" A. Coverage is amended by adding the following: because of "loss" to a covered private passenger or light truck type "auto". 5. Hired Auto Physical Damage Payment applies in addition to the If hired "autos" are covered "autos" for Liability otherwise applicable amount of each Coverage and if Comprehensive, Specified coverage you have on a covered private Causes of Loss, or Collision coverages are passenger or light truck type "auto." No provided under this coverage form for any deductibles apply to this coverage. "auto" you own, then the Physical Damage b. We will pay only for those expenses Coverages provided are extended to "autos" incurred during the policy period beginning you hire of like kind and use, subject to the 24 hours after the "loss" and ending, following: regardless of the policy's expiration, with a. The most we will pay for any one "loss" is the lesser of the following number of days: $50,000 or the actual cash value or cost to (1) The number of days reasonably repair or replace, whichever is less, minus required to repair or replace the a deductible; covered private passenger or light truck b. The deductible will be equal to the largest type "auto". If"loss" is caused by theft, deductible applicable to any owned "auto" this number of days is added to the for that coverage. Any Comprehensive number of days it takes to locate the deductible does not apply to "loss" caused covered private passenger or light truck by fire or lightening; type"auto"and return it to you; or c. Hired Auto Physical Damage coverage is (2) 30 days. excess over any other collectible insurance; c. Our payment is limited to the lesser of the and following amounts: d. Subject to the above limit, deductible and (1) Necessary and actual expenses excess provisions we will provide coverage incurred, or equal to the broadest coverage applicable to any covered"auto"you own. (2) $50 per day, up to a maximum of $1,000. If a limit for Hired Auto Physical Damage is indicated in the Declarations, then that limit replaces, and is not added to, the $50,000 limit indicated above. WN CA 80 06 19 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 4 of 6 d. This coverage does not apply while there (2) Financial penalties imposed under a are spare or reserve private passenger or lease for excessive use, abnormal wear light truck type "autos" available to you for and tear or high mileage; your operations. (3) Security deposits not returned by the e. If "loss" results from the total theft of a lessor; covered "auto" of the private passenger or light truck type, we will pay under this (4) Costs for extended warranties, Credit coverage only that amount of your rental Life Insurance, Health, Accident or reimbursement expenses which is not Disability Insurance purchased with the already provided for under SECTION III — loan or lease; and PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions. (S) Carry-over balances from previous loans or leases. For the purposes of this Rental Reimbursement coverage, light truck is defined as a truck with a J. Audio, Visual and Data Electronic Equipment — gross vehicle weight of 10,000 lbs. or less as Limit Amended defined by the manufacturer as the maximum SECTION III - PHYSICAL DAMAGE COVERAGE, loaded weight the auto is designed to carry. C. Limits of Insurance, 1.b. is amended by H. Accidental Airbag Deployment Coverage replacing the $1000 limit with a $2,500 limit. SECTION III — PHYSICAL DAMAGE COVERAGE, SECTION IV — BUSINESS AUTO CONDITIONS A. Coverage is amended by adding the following: AMENDMENTS 7. Accidental Airbag Deployment Coverage A. Duties In The Event Of Accident, Claim, Suit Or We will pay to reset or replace factory installed Loss Amended airbag(s) in any covered "auto" for accidental SECTION IV — BUSINESS AUTO CONDITIONS, discharge, other than discharge due to a A. Loss Conditions, 2. Duties In The Event Of collision loss. Accident, Claim, Suit Or Loss, a. is amended by This coverage is applicable only if adding the following: comprehensive coverage applies to the covered This condition applies only when the "accident" or "auto". "loss" is known to: This coverage is excess over any other collectible insurance or reimbursement by (1) You, if you are an individual; manufacturer's warranty. (2) A partner, if you are a partnership; I. Auto Loan/Lease Gap Coverage (3) An executive officer or insurance manager, if SECTION III PHYSICAL DAMAGE COVERAGE, you are a corporation; or Item A., Coverage, is amended by adding the (4) A member or manager, if you are a limited following: liability company. 8. Auto Loan/Lease Gap Coverage But, this section does not amend the provisions relating to notification of police, protection or This coverage applies only to a covered "auto"described or designated in the Schedule or in examination of the property which was subject to the"loss". the Declarations as including physical damage coverage. B. Blanket Waiver of Subrogation In the event of a covered total "loss" to a Section IV — BUSINESS AUTO CONDITIONS, A. covered "auto" described or designated in the Loss Conditions, S. Transfer of Rights of Schedule or in the Declarations, we will pay any Recovery Against Others to Us, is amended by unpaid amount due on the lease or loan for a adding the following exception: covered "auto" less: However, we waive any right of recovery we may a. The amount paid under the Physical have against any person or organization to the Damage Coverage Section on the policy; extent required of you by a written contract signed and and executed prior to any "accident" or "loss", b. Any: provided that the "accident" or "loss" arises out of operations contemplated by such contract. The (1) Overdue lease/loan payments at the waiver applies only to the person or organization time of the"loss"; designated in such contract. WN CA 80 06 19 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 5 of 6 C. Unintentional Failure to Disclose Hazards E. Primary and Noncontributory If Required By SECTION IV — BUSINESS AUTO CONDITIONS, Written Contract or Written Agreement B. General Conditions, 2. Concealment, SECTION IV — BUSINESS AUTO CONDITIONS, Misrepresentation Or Fraud, is amended by B. General Conditions, S. Other Insurance c., the adding the following paragraph: following is added and supersedes any provision to If you unintentionally fail to disclose any hazards the contrary: existing at the inception date of the policy, or during This Coverage Form's Covered Autos Liability the policy period in connection with any additional Coverage is primary to and will not seek hazards, we will not deny coverage under this contribution from any other insurance available to Coverage Part because of such failure. an "insured" under your policy provided that: D. Employee Hired Auto (1) Such "insured" is a Named Insured under such SECTION IV — BUSINESS AUTO CONDITIONS, other insurance; and B. General Conditions, S. Other Insurance, (2) You have agreed in writing in a contract or paragraph b. is deleted and replace by the agreement that this insurance would be primary following: and would not seek contribution from any other b. For Hired Auto Physical Damage Coverage, the insurance available to such "insured". following are deemed to be a covered "auto" you own: (1) Any covered "auto" you lease, hire, rent or borrow. (2) Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". WN CA 80 06 19 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 6 of 6 Policy Number VES0004611 But: (1) The amount we will pay for ULTIMATE NET LOSS is limited as described in Section II — Limits Of Insurance;and (2) Our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of judgments or settlements under this Policy. However, if the policy of UNDERLYING INSURANCE specifies that limits are reduced by defense expenses, our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of defense expenses,judgments or settlements under this Policy. b. This insurance applies to INJURY OR DAMAGE that is subject to an applicable LIMIT OF UNDERLYING INSURANCE ". If any other limit, such as a sublimit, is specified in the UNDERLYING INSURANCE, this insurance does not apply to INJURY OR DAMAGE arising out of that exposure unless that limit is specified in the Declarations under the Schedule of UNDERLYING INSURANCE. c. If the UNDERLYING INSURANCE requires, for a particular claim, that the INJURY OR DAMAGE occur during its policy period in order for that coverage to apply, then this insurance will only apply to that INJURY OR DAMAGE if it occurs during the policy period of this Policy. If the UNDERLYING INSURANCE requires that the EVENT causing the particular INJURY OR DAMAGE takes place during its policy period in order for that coverage to apply, then this insurance will apply to the claim only if the EVENT causing that INJURY OR DAMAGE takes place during the policy period of this Policy. d. Any additional insured under any policy of UNDERLYING INSURANCE will automatically be an additional insured under this insurance. If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance required by the contract, less any amounts payable by any UNDERLYING INSURANCE. Additional insured coverage provided by this insurance will not be broader than coverage provided by the UNDERLYING INSURANCE. 2. Exclusions The following exclusions, and any other exclusions added by endorsement, apply to this Policy. In addition, the exclusions applicable to any UNDERLYING INSURANCE apply to this insurance unless superseded by the following exclusions, or superseded by any other exclusions added by endorsement to this Policy. Insurance provided under this Policy does not apply to: a. Medical Payments Medical payments coverage or expenses that are provided without regard to fault, whether or not provided by the applicable UNDERLYING INSURANCE. b. Project Aggregate Coverage shall not apply to any Project Aggregate Coverage endorsed onto any UNDERLYING INSURANCE. SECTION II—LIMITS of INSURANCE 1. The Limits of Insurance shown in the Declarations, and the rules below fix the most we will pay regardless of the number of: a. Insureds; b. Claims made or suits brought, or number of vehicles involved; c. Persons or organizations making claims or bringing suits; or d. Limits available under any UNDERLYING INSURANCE. VE P 0612(08/14) Page 2 of 7 ©2014 Virtue Risk Partners,LLC POLICY NUMBER: VES0004611 COMMERCIAL EXCESS LIABILITY CX243311 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): All Projects of the Insured but only to the extent that valid controlling underlying insurance is provided on a primary and noncontributory basis for written contracts. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Paragraph 8. of Section III - Conditions is replaced (c)You have agreed in writing in a contract by the following: or agreement that this insurance would 8. Other Insurance not seek contribution from any other insurance available to the additional a. This insurance is excess over, and shall not insured. contribute with any of the other insurance, When this insurance is excess, if no other whether primary, excess, contingent or on any other basis. However: insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against (1) This condition will not apply to other all those other insurers. insurance specifically written as excess over this Coverage Part. b. When this insurance is excess over other (2)The insurance provided under this Coverage insurance, we will pay only our share of the "ultimate net loss"that exceeds the sum of: Part will not seek contribution from any other insurance available to an additional insured, (1) The total amount that all such other provided that: insurance would pay for the loss in the absence of the insurance provided under (a) The additional insured is a Named this Coverage Part; and Insured under such other insurance; (2) The total of all deductible and self-insured (b) The additional insured is shown in the amounts under all that other insurance. Schedule; and CX 24 33 11 16 ©Insurance Services Office, Inc., 2016 Page 1 of 1 policy# VES0004611 Effective Date 07/01 /2024 Explr-ition Date 07/01 /2025 VIRTUE RISK PARTNERS VIRTUE EXCESS WAIVER OF SUBROGATION PLEASE READ THIS ENDORSEMENT CAREFULLY AND COMPLETELY. THIS ENDORSEMENT CHANGES THE POLICY. ALL OTHER TERMS AND CONDITIONS REMAIN THE SAME. This endorsement modifies insurance provided under VIRTUE COMMERCIAL EXCESS LIABILITY COVERAGE FORM. Notwithstanding anything contained to the contrary,in this coverage form,it is hereby agreed that all coverages bound are subject to the following terms and conditions. In the event of a conflict between the provisions of this Endorsement and any Coverage Part, the provisions of this Endorsement shall control. It is understood and agreed that the following shall be added to Section III. CONDITIONS, of VE P 0612. Waiver of Subrogation: The Company waives any right of recovery it may have against any person(s) or organization(s) to whom the NAMED INSURED agrees,in a written contract,to provide a waiver of subrogation because of payments the Company makes for injury or damage arising out of YOUR SERVICES performed under a contract with that person or organization listed below. Schedule: This status exists only for the project specified in that contract. Under no circumstances shall this provision act to extend the policy period, change the scope of coverage, or increase the Aggregate Limits of Insurance. All other policy terms and conditions shall remain the same. PLEASE READ THIS ENDORSEMENT CAREFULLY AND COMPLETELY. THIS ENDORSEMENT CHANGES THE POLICY. ALL OTHER TERMS AND CONDITIONS REMAIN THE SAME. VE E 218(08/16) Page 1 of 1 ©2016 Virtue Risk Partners,LLC STA' c z �F. v oy STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600, Olympia, WA 98504-7600 • 360-407-6000 June 7, 2024 Chris McClure Wet Rabbit Express Car Wash 3213 W Wheeler St#750 Seattle, WA 98199 RE: Coverage under the Construction Stormwater General Permit Permit number: WAR313628 Site Name: Wet Rabbit Express Car Wash Arlington Location: 7530 204th St NE Arlington County: Snohomish Disturbed Acres: 1.428 Dear Chris McClure: The Washington State Department of Ecology (Ecology) received your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit (CSWGP). This is your permit coverage letter. Your permit coverage is effective June 7, 2024. Retain this letter as an official record of permit coverage for your site. You may keep your records in electronic format if you can easily access them from your construction site. You can get the CSWGP, permit forms, and other information at Ecology's CSWGP eCoverage Packet webpage1. Contact your Permit Administrator, listed below, if you want a copy of the CSWGP mailed to you. Please read the permit and contact Ecology if you have any questions. Electronic Discharge Monitoring Reports (WQWebDMR) This permit requires you to submit monthly discharge monitoring reports (DMRs) for the full duration of permit coverage (from the first full month of coverage to termination). Your first sampling and reporting period will be for the month of July, 2024 and your first DMR must be submitted by August 15, 2024. You must submit your DMRs electronically using Ecology's secure online system, WQWebDMR. To sign up for WQWebDMR go to Ecology's WQWebPortal guidance webpage2. If you have T http://www.ecology.wa.gov/eCoverage-packet 2 https:Hecology.wa.gov/Regulations-Permits/Guidance-technical-assistance/Water-quality-permits- guidance/WQWebPortal-guidance Chris McClure June 7, 2024 Page 2 questions, contact the portal staff at (360) 407-7097 (Olympia area), or (800) 633-6193/Option 3, or email WQWebPortal@ecy.wa.gov. Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board (PCHB). Appeals must be filed within 30 days of the date of receipt of this letter. Any appeal is limited to the general permit's applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. "Date of receipt" is defined in RCW 43.21B.001(2). For more information regarding your right to appeal, please reference Ecology's Focus Sheet: Appeal of General Permit Coverage3. Annual Permit Fees RCW 90.48.465 requires Ecology to recover the costs of managing the permit program. Permit fees are invoiced annually until the permit is terminated. Termination conditions are described in the permit. For permit fee related questions, please contact the Water Quality Fee Unit at wgfeeunit@ecy.wa.gov or (800) 633-6193/Option 2. You can also visit Water Quality Permit Fees Webpage4 for more information. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site, please contact your Regional Inspector, Megan Junod of Ecology's Northwest Regional Office in Shoreline at megan.junod@ecy.wa.gov or (425) 758-7775. Questions or Additional Information Ecology is here to help. Please review our Construction Stormwater General Permit webpage5 for more information. If you have questions about the Construction Stormwater General Permit, please contact your Permit Administrator, Alyssa Brewer at alyssa.brewer@ecy.wa.gov or (564) 669-4922. Sincerely, 0 WMk... Jeff Killelea, Manager Permit and Technical Services Section Water Quality Program s https:Happs.ecology.wa.gov/publications/summarypages/1710007.html a https:Hecology.wa.gov/Water-Shorelines/Water-quality/Water-quality-permits/Fees 5 www.ecology.wa.gov/constructionstormwaterpermit /M ft\ 7750M1 7770Z Assembly "1;: ;► ej (2) 518-1 1 SS SOC HD BOLTS V$11 NI 30tlW 1 3/8" Product Number 00775035BOI w5oo.�2o DI M01DAY,YR x Design Features Q -Materials D * i Grate O I Ductile Iron(80-55-06) 13/4" I' Frame 25 114 " Gray Iron(CL35B) i ® 20" 3" 21 1/4" 18 1/4" 26" I -Design Load i IFCO 432 Heavy Duty Q I -Open Area TAG o,FR«ros,REAM o MP oPo«,AN,s 185 Sq. Inches -Coating moz PROD.NO. MO/DY/rrtX AzrMMecwsR 1 3/8" Undipped -✓Designates Machined Surface SECTION VIEW 24" Certification ASTM A536 ASTM A48 -Country of Origin:USA Major Components GRATE SIDE VIEW 00775035 00777011 25 1/4" 24 1/4" � 1 5/8" Drawing Revision 02/18/2001 Designer: SMM 4 1/2" 09/04/2014 Revised By:DVD Disclaimer Weights(Ibs./kg)dimensions(inches/mm) and drawings provided for your guidance. We 22 1/4" reserve the right to modify specifications without prior notice. CONFIDENTIAL:This drawing is the property 29 1/4" of EJ GROUP,Inc.,and embodies confidential information, registered marks,patents,trade secret information, and/or know how that is the property of EJ GROUP,Inc. CopFRAME SECTION VIEW Allrigg reserv2EJGROUP,Inc. All rights reserved. Contact 800 626 4653 ejco.com 7770Z A Assemblyej "`V3�%', (2) 5/8-1 1 SS SOC HD BOLTS Product Number A-.*-, 00777023BOl vsn Nt aavw11 21 1/4" Design Features -Materials _ MADE IN USA Frame m a m Gray Iron(CL35B) Cover ® ® m ® ® Ductile Iron(80-55-06) B B 25 1/4„ 21 7/8„ a e®®®®®®� 20" 18 1/4" ® ® ® ® ® -Design Load Extra Heavy Duty a ® ® ® ® a ® ® ® ® ® -Open Area ®®®®®®®®® n/a -Coating ®m®a p®®®a Undipped WSDOT B3020 DI MW(X/YR X If -/Designates Machined Surface 77M rRoa No. MO/DY/YR x AS1M ArR case A Certification SECTION A-A -ASTM A48 -ASTM A536 -Country of Origin: USA Major Components 00777011 24" � 1 5/8" 00777023 2 3/8'' Drawing Revision 2/18/2011 Designer: SMM 25 1/4" 7/6/2016 Revised By: MAH 1 5/8" 24 1/4" 3/4" Disclaimer Weights(lbs/kg),dimensions(inches/mm) 4 1/2" and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. / CONFIDENTIAL:This drawing is the property 22 1 4" of EJ Group,Inc.and embodies confidential information, registered marks,patents,trade secret information, 'Z5 /8" and/or know-how that is the property of EJ Group,Inc. Copyright©2012 EJ Group,Inc. 29 1/4" All rights reserved. SECTION B-B Contact 800 626 4653 ejco.com 48" SANITARY SEWER 19604 67TH AVE NE ARLINGTON, WA 98223 (360) 435-5531 WWW.CUZCONCRETE.COM CONFORMS TO: • WASHINGTON STATE APWA/WSDOT (STANDARD SPECIFICATIONS) • MEETS H-20 REQUIRMENTS 2" 4" OR 6" ASTM C478 MANHOLES ADJUSTMENT RISER • ASTM C443 RUBBER GASKET JOINTS ' • ASTM C-33 AND C-150 28 DAY COMPRESSIVE STRENGHT F'C = 4000PSI REINFORCING: • TOP SLAB #4 DEFORMED REBAR AROUND ECCENTRIC CONE OPENING DIAGONALLY ON BOTH SIDES OF OPENING AT 6" O.C. IN BOTH DIRECTIONS *OPTIONAL CONCENTRIC • CIRCUMFERENTIAL WALL: MINIMUM 0.12 CONE AVAILABLE SQ.IN./LINEAR FT. 2' OR 3' • BASE: 0.15 SQ.IN./LINEAR FT. IN BOTH fro DIRECTIONS; MINIMUM YIELD STRENGTH = 60,000PsI HOLE DIMENSIONS • STANDARD BASE: BANK-CORE DRILL AS NEEDED PER CUSTOMER REQUIRMENTS 11" • OPTIONAL BASE FIVE WAY 18" KNOCKOUTS PROVIDED FOR PIPE ENTRY • MAXIMUM HOLE DIAMETER IS 36" FLAT SLAB LID • 8" MINMUM DISTANCE BETWEEN HOLES STEPS AND LADDERS • MEET ASTM C478 • STEPS PLACED VERTICALLY 12" O.C. • LADDER PROVIDED WITH BASE STRUCTURE DIMENSIONS • INSIDE DIAMETER: 48" 1 r 2 r 3 • OUTSIDE DIAMETER: 58" SECTION OR 4' • WALL THICKNESS: 5" • BASE THICKNESS: 6" WEIGHTS • 2' X 48" BASE: 3300LB • 3' X 48" BASE: 4I50LB • 4' X 48" BASE: 5I00LB • 5' X 48" BASE: 5900LB BASE I' X 48" SECTION: II50LB 2' X 48" SECTION: 2050LB • 3' X 48" SECTION: 3I50LB • 4' X 48" SECTION: 3900LB • II" X 58" FLAT SLAB LID: 2250LB 21, 31, 4' 48" To 24" X 2' Ecc. CONE: I500LB OR 5' 48" To 24" X 3' Ecc. CONE: 2300LB • 24" ADJUSTMENT RISER: 80LB PER 21NCHES • OPTIONAL FOOTING: 2100LB OPTIONS • KOR-N-SEAL RUBBER BOOTS • PRE-CHANNELED BASES • COATINGS PER DISTRICT REQUIRMENTS 54" (R) STORM DRAINAGE 19604 67TH AVE NE ARLINGTON, WA 98223 (360) 435-5531 WWW.CUZCONCRETE.COM FLAT SLAB LID CONFORMS TO: • WASHINGTON STATE APWA/WSDOT (STANDARD lilt SPECIFICATIONS) • MEETS H-20 REQUIRMENTS • ASTM C478 MANHOLES • ASTM C443 RUBBER GASKET JOINTS • ASTM C-33 AND C-I50 28 DAY COMPRESSIVE STRENGHT F'C = 4000PS1 REINFORCING: • TOP SLAB #5 DEFORMED REBAR AROUND OPENING DIAGONALLY ON BOTH SIDES OF OPENING AT 6" O.C. IN BOTH DIRECTIONS • CIRCUMFERENTIAL WALL: MINIMUM 0.135 SECTION SQ.IN./LINEAR FT. 1' 2' 3' • BASE: 0.19 SQ.IN./LINEAR FT. IN BOTH 4', OR 5' DIRECTIONS; MINIMUM YIELD STRENGTH = 60,000PSI HOLE DIMENSIONS • STANDARD BASE: BANK-CORE DRILL AS NEEDED PER CUSTOMER REQUIRMENTS • MAXIMUM HOLE DIAMETER IS 42" • 8" MINIMUM DISTANCE BETWEEN HOLES STEPS AND LADDERS STOCK SPECIAL • MEET ASTM C478 BASE STEPS PLACED VERTICALLY 12" O.C. 551 • LADDER PROVIDED WITH BASE STRUCTURE DIMENSIONS • INSIDE DIAMETER: 54" • OUTSIDE DIAMETER: 65" • WALL THICKNESS: 5V2" • BASE THICKNESS: 8" WEIGHTS • 2' X 54" BASE: 4100LB • 3' X 54" BASE: 5200LB • 5' X 54" BASE: 7400LB • I' X 54" SECTION: I400LB • 2' X 54" SECTION: 2500LB 21, 3' 0 3' X 54" SECTION: 3550LB BLANK OR 5' • 4' X 54" SECTION: 4600LB BASE • 5' X 54" SECTION: 5700LB • II" X 65" FLAT SLAB LID: 2950LB OPTIONS • KOR-N-SEAL RUBBER BOOTS • PRE-CHANNELED BASES • COATINGS PER DISTRICT REQUIRMENTS CAWXP '• - - 660 CPS 19604 67TH AVE NE ARLINGTON, WA 98223 PAN AMERICA MEDIA PACK (400 gal.) (360) 435-5531 WWW.CUZ CONCRETE.COM WEIGHT: 94 LB MAX. FLOW RATE: 96 GPM HATCHES PER DIST. MEDIA SPACING 112" �� SPEC. MEDIA VOLUME: 32 FT3 72 —I—I COALESCING AREA: 2208 FT2 - -I—I— LID 66 — I—I—I—I—I—I 1,539LB —%I—i—I—I— 111/" TYP - - -I—I— 1 n I—�—�—I—I—I— 7 O11 �—I—I—�—I— O n ' 4811 711 42" DETAIL B DIMENSIONS TYPICAL 2 VAULT 3�" TYP 6,258 LB TOP VIEW MAX. PROCESS FLOW RATE: 415 GPM 100% COLLECTED SIZE: 60 MICRON LID OMITTED FOR VISIBILITY EFFLUENT QUALITY: 10 PPM 8" 58"� 86" GENERAL NOTES: • APPROX. WEIGHT: 8,094 LB ADJUSTABLE • CONCRETE: 28 DAY B OUTLET COMPRESSIVE STRENGTH FC: 4500Ps1 • REBAR: #4 ASTM A-615 GRADE 60 23 — 5V2" • MESH: ASTM A-185 GRADE 88 TYP • DESIGN: ASTM C-857 "MINIMUN STRUCTURAL DESIGN ADJUSTABLE 52" LOADING FOR UNDERGROUND 73" INLET 51" PRECAST CONCRETE UTILITY 911 STRUCTURES" 65n TYP • LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO 30" • REINFORCING PLACEMENT: 5411 4X4 - 4GUAGE THROUGHOUT 18" WITH 2 - #4 BARS ALONG BELL JOINTS w. • HATCHES PER DISTRIC SPECIFICATIONS • JOINT MATERIAL: MEETS FEDERAL SPECIFICATIONS 4�� SS-S-00210, AASHTO M-1988 AND ASTM C990 LEFT VIEW FRONT SECTIONAL • TRAFFIC RATED RISERS AS NEEDED VIEW IcAwxp - - CB IS TYPE - 1 19604 67TH AVE NE ARLINGTON, WA 98223 (360) 435-5531 WWW.CUZCONCRETE.COM W L Outside Dims. 30 34 Inside Dims. 22 26 24" CONFORMS TO: • WASHINGTON STATE APWA / WSDOT • ASTM C478 & ASTM RISER C890: 28-DAY COMPRESSIVE STRENGTH FCC = 4000 PSI REINFORCING • WELDED WIRE: ASTM A497 • 0.12 SO. IN. PER FOOT (ALL COMPONENTS) 4", 61f, 12" RISE-p R WEIGHTS • 4" RISER: 200 LBS • 6" RISER: 300 LBS • 12" RISER: 600 LBS • 24" RISER: 730 LBS • BASE: 1,900 LBS 44" BASE FLAT OR ROUNDED BOTTOM AVAILABLE IcAwxp - - CB IS TYPE - 1 19604 67TH AVE NE ARLINGTON, WA 98223 (360) 435-5531 WWW.CUZCONCRETE.COM W L Outside Dims. 30 34 Inside Dims. 22 26 24" CONFORMS TO: • WASHINGTON STATE APWA / WSDOT • ASTM C478 & ASTM RISER C890: 28-DAY COMPRESSIVE STRENGTH FCC = 4000 PSI REINFORCING • WELDED WIRE: ASTM A497 • 0.12 SO. IN. PER FOOT (ALL COMPONENTS) 4", 61f, 12" RISE-p R WEIGHTS • 4" RISER: 200 LBS • 6" RISER: 300 LBS • 12" RISER: 600 LBS • 24" RISER: 730 LBS • BASE: 1,900 LBS 44" BASE FLAT OR ROUNDED BOTTOM AVAILABLE LW PRODUCTS COMPANY, INC. ccess ��� `;4CCESS DOORS BUILT TOLAST" 8333—219t' Street SE,Building A Woodinville,Washington 98072 Model "HHS" and "HHD" Phone(425)483-0300 (H-30 Rating) Fax (425)485-2058 91=Lock Aluminum Type "HHS" Access Doors (Single-Leaf Door) Aban 7tead Pku Both type "HHS" and type "HHD" features reinforcing channel framework that transfers the Spring Assist LYlitda the load from the 3/8" aluminum diamond plate Dnin�mxr door leaf to the door frame, and our stainless steel Hold opm spring lift makes the opening of our hatch doors Be = � easy. The locking support arm holds the doors open automatically. We use 3/8"EPDM to achieve a weather-tight seal. All hardware used on our hatches is stainless Type "HHD" steel, 300 series, except the 1 %2" aluminum drain (Double-Leaf Door) coupling and the removable handle used for access into the hatch. All LW HATCHES are provided with a self- .41m.Tread F'ffie latching stainless steel slam lock and with a recessed padlock hasp so they can be locked with a padlock. sprgn�il�kAff All type "HHS" and type "HHD" doors are designed rzaa, for use in street locations where subjected to higher density traffic. May be cast in an 8" slab. Li&I A J e f.mghQA Type"HHS" part# A B C D E F G (Single-leaf door) HHS-1 24N24" 24"x30" 24"x36" 24"x42" 24"x48" 24"x60" 24"x72" STANDARD HHS-2 30"x30" WNW" 30N42" 30N48" 30N60" 30"x72" 30"x84" SIZE HHS-3 36"x36" 36"x42" 36"x48" 36"x60" 36"x72" 36"x84" 36"x96" HHS-4 42"x42" 42"x48" 42"x60" 42"x72" 42"x84" 42N96" 42"xl08" HHS-5 48N48" 48N60" 48N84" 48N96" 48"x108" Type"HHD"(Double-leaf part# A B C D E F door) HHD-1 36"x48" 36"x60" 36"x72" 36"x84" 36"x96" STANDARD HHD-2 42"x42" 42"x48" 42N60" 42"x72" 42N84" 42"x96" SIZE HHD-3 48"x48" 48"x60" 48"x72" 48"x84" 48"x96" HHD-4 60N60" 60"x72" 60"x84" I 60"x96" 60N108" 60"x120" HHD-5 72"x72" 72"x84" I 72N96" 72N108" 72N120" 72"x132" /-�\ 3705CPT 3715 ZPT AssemblyAJW:; ; ei (1) PICKHOLE Product Number NWO N (3) 1" DIA.,.sm HANDLING HOLES 00371565 BOLTHOLES — 3 PLCS Design Features �[1 EQUALLY SPACED 120° 0 -Materials APART ON 23 1/16" Cover G�o0UADE IN U-01=1 Ductile Iron(80-55-06) DIA B.C. (SEE DETAIL) Frame a�o�o�o�o�o�o�o do 0 0 0 0 0 0� Gray Iron(CL35B) 0 0 R_A I 3705CPT DI DUCTILE 3" SHARP FACE GOTHIC p xxK/M x -Design Load Heavy Duty -Open Area UoOoU sP �' n/a -Coating MADE IN USA (3) BLT SOC. (ALLEN HEAD) BOTTOM VIEW Dipped 5/8"-1 1 X 1.5 SS -✓Designates Machined Surface PLAN VIEW PART # 00981177 11/16" Certification ASTM A536 25" DIA. ASTM A48 3/16" 1" 1 3/16" -Country of Origin:USA 2 11/16" 3/4. Major Components SECTION VIEW I BOLTING DETAIL 00370565 00371512 11/16" �0 25 1/4" 1 1/16" BOLT HOLE DETAIL� Drawing Revision 08/03/2007 Designer: KMB 6.. 11/9/2012 Revised By:SDC TT 1/8 Disclaimer 2" STACKJ Weights(lbs./kg)dimensions(inches/mm) 0 23 3/8" and drawings provided for your guidance. We 16' reserve the right to modify specifications without 0 27 9 / prior notice. 0 34 1/8" STACKING DETAIL CONFIDENTIAL:This drawing is the property of EJ GROUP,Inc.,and embodies confidential information, registered marks,patents,trade secret information, SECTION VIEW and/or know how that is the property of EJ GROUP,Inc. Copyright©2012 EJ GROUP,Inc. All rights reserved. Contact 800 626 4653 ejco.com PAN MERICA Model Coalescing ENVIRONMENTAL, INC. Flopak Media The Flopak, Coalescing Media Systems provide high performance oils and fuels separation in a compact, high surface area design. The Flopak coalescing media systems Features Include: are designed to remove non-emulsified, free &dispersed oils and fuels from ♦ Cross-corrugated surface design water. ♦ High surface area per Ft3 ' t ♦ Long lasting PVC construction _ Flopak is a standard feature of our high _ _ ` performance oil water separators and ♦ Solids settling/clearing design — are also offered for replacement or ♦ Numerous droplet impact sites retrofitting of existing tanks to improve ♦ Numerous changes of flow direction performance and increase flow rates. ♦ Space efficient design ♦ 600 corrugation angle Removal efficiencies have been as low as <1 mg/L down to non-detect. Options: Typical, regular performance is in the ♦Stainless steel (304/316) media 3-10 mg/L range depending on frame sets wastestream characteristics. ♦HPVC/polypropylene/stainless media construction Pan America Environmental can provide ♦Retpak secondary coalescing media review of your existing tank to replace existing media or engineer the fitting of Flopak into a tank for the first time via modifications to optimize tank design for the best oil separation environment. Retpak Media Our Retpak secondary coalescing media can be provided to high-density surface area in a small cubic area to add to your existing media or in .� conjunction with Flopak to increase small droplet capture. www.oil-separator-media.com Model Coalescing Flopak Media - Flopak construction is available in PVC, HPVC, "•' '�' polypropylene, glass-coupled polypropylene and stainless steel. Plate spacing and media dimensions Oily Water >Clarified Water are also variable depending on project requirements. Spacing is available in 1/4", 1/2", 3/4" & 1.2". Stainless media frames are offered to allow you to '4 ; remove and replace all the media at once. Settling Solids Rising Oil Customization &modifications to fit your project needs are offered to convert existing tanks into our Flopak can settle solids loads as well as oils on a high performance design or new design/build designs limited basis. If solids are unknown or tailored to your facility and application. Typical characteristics possibly difficult please contact us to performance is 10 mg/L or less, 30 micron oil droplet. review your application for proper design. Flopak Media Packs The Flopak media promotes oil &fuel removal by providing a controlled path for the wasteflow. See the Separation Theory page (on website) for more information on Flopak media operation & theory. Products removed:motor oils, fuels (vehicle/jet), fuel oils, hydraulic fluids, immiscible machining oils, Tube oil, transmission fluid, bunker c, DNAPL, LNAPL, vegetable based oils, crude, air compressor lube & Retpak Media Pack other hydrocarbon based derivatives (BTEX etc..). Model sizing is based on the oil/fuel specific gravity, droplet size removal desired and other parameters of the wastestream. 2309 N. Ringwood Rd.,Ste G PAN MERICA McHenry, IL 60050 USA www.panamenv.com BULLETIN:FLOPAK COALESCING MEDIA.PDF ENVIRONMENTAL, INC. 815.344.2960 Fax:847.487.9218 www.oil-water-separator.net 01991-2019 Pan America Environmental, Inc. panam@panamenv.com CAWX - - GREASE INTERCEPTOR (1000 - 3000 gal.) 19604 67TH AVE NE ARLINGTON, WA 98223 (360) 435-5531 WWW.CUZCONCRETE.COM A 1 A I 32" Weight (lb) SC (Gal./in) LC (Gal./in) L W H I 0 �� 2X 024" 1000 Gal. 10898 7.15 14.31 99 64 69 53 50 012 T 0 P VIEW 1250 Gal. 11972 6.73 13.46 99 64 80 64 61 Or 1500 Gal. 15324 1 9.17 1 18.33 114 72 1 80 64 61 024" (3000 GAL. ONLY) 1750 Gal. 15746 1 8.93 1 17.86 11141 72 1 86 1 69 1 66 3000 Gal. 26798 1 14.87 1 29.75 11511 86 1 96 1 75 1 72 C 8" H-20 TRAFFIC LID 811 GENERAL NOTES: • ALL DIMENSIONS IN INCHES • CONCRETE 28 DAY COMPRESSIVE STRENGTH FC: LARGE COMP. 4000Ps1 2/3 GAL. • REBAR #4 ASTM A-6I5 GRADE I 60 (LC) • DL: 361N EARTH COVER nI'n • LL: 25 SNOW ek • SOILS: 2000Ps1 will nOn • WATER PRESSURE: 62.4PSF • FLEXIBLE PIPE ADAPTER PRESS SEAL 41N CAST-A-STEEL 30111 • JOINT MATERIAL MEETS FEDERAL SPECS. SS-S-002I • RISERS AS REQUIRED • H-20 LOAD SMALL COMP. 41f 1211 C 1/3 GAL. (SC) LEFT SECTIONAL VIEW FRONT SECTIONAL VIEW SECTION C-C Certificate of Compliance T E c H Concrete Pipe, Manhole and NOTE Box Culvert Gaskets To Whom It May Concern Janaury 1, 2019 This letter is to confirm that, for the following Series of gaskets; TSS SOC Type C O-Ring SORT SOCL CF • All gasket physical properties conform to the material requirements of the applicable ASTM, CSA and Greenbook standards. Applicable standards are identified by the colored stripe (or lack of a stripe) around the periphery of the gasket, as outlined in the Chart on Page 2 of this certification. • All gasket physical properties are measured in accordance with the test methods outlined in the appropriate standard(s). • All splices meet the requirements outlined in the appropriate standard(s). • Physical dimensions, including cur-length, cross-sectional width and cross-sectional height, are routinely measured for conformance to the specific dimensions of the gasket profile in question. For plants certified under the rational Precast Concrete Association Quality Control Wanual for Precast and Prestressed Concrete Plants, we hereby confirm that Hamilton Kent maintains an ISO 9001-2015, third-party audited, Quality Management System. A copy of the current Certificates of Registration are attached. Should you have any questions or require clarification, please do riot hesitate to contact us. Best Regards, /^ lam. Jenny Wang Quality 1 Quality Systems Manager 416-675-9873 x28242 Aug,: ofz Making Infrastructure Watertight Today for a Greener, sustainable Tomorrow Ly Certificate of Compliance TECH LE Concrete Pipe, Manhole and NOTE Box Culvert Gaskets Colored Stripe on Periphery of Gaskets---? White Blues` green Orange Yellow or None ASTM C443(Standard) X 0 0 ASTM C443 (Oil Resistant) X 0 ASTM C361(Standard) X ASTM C361 (Oil-Resistant) X 0 ASTM C1619 Class A(Standard) X ASTM C1619 Class B(Oil-Resistant) X U ASTM C1619 Class C(Standard) X 0 0 ASTWI C1619 Class D (Oil-Resistant) X 0 ASTM C1619 Class E(Standard) X ASTM C1677(Standard) X 0 0 ASTM C167701-Resistant) X 0 ASTM C425 X California Greenbook(Standard) X CSA A257.3 (Standard) x 0 0 CSA A257.3 (Oii-Resistant) I X 0 "X"and"0"indicate the applicable standards)for which a gasket will meet the required material properties for the application.X'indicates the primary material of choice for the listed standard. *Note:0-ring gaskets provided to meet these specifications will not have a Slue stripe printed on them.They will have no stripe. Page 2 of2 TEL: (800) 268 8479 FAX: (888) 674 6960 JJ7����f�� ���� WEB: wwvv.han�ilronkent.com E-MAIL: information@hamiltonkent.com Sealing Your Connection TN GasketCert 2019 a -�r 1,0" 1t V Y yy ti �•3, t i t I t i, Y 4 4§ y x� q ys t This is-to certify that the 1'rlanagernent system of: Ceirtiflcate Number: • Initial Cettification mate; Hamilton ..] �' t n Kent Inc, 02 February 720D4 Main Sate:T7 Carlingview Dr ire,Toronto,Ontario, M9W516,Can:aclal Dote-of Certification Derision: 06 December 2019 has been registered by intertelk as can-forming to the requirements of: Il5srr:iatg Dale; 06 DecE4pber 2018 ISO 91001:2015 Valid Until, i5 Januan,2022 This certificate is linked to the Main cerliflicata No.4393-1 The management system is applicable to: Design, rinan09cturing,marketing and sales of eiastorner seals, integrated rubber man We frarne an cover system„as well as marketing and d[,rtribut:ion of butr,)i sealants and lubricants to the A c e A e a I T E B Infrastructure industry also manufacturing and safes of cu-5tom MANAr.EVEN-r SYSTEMS t:EMFICAT 1UN 2013N elastonier produ c'cs for va ri o us i n J usteres. Call in Moldovean President,Business Assurance Intertek Testing ver V ces 1`174,Inc., 900 Cheinuford Street, LoweF,PAA GISSL USA, Ir, heiarsorce F1trsxrfi ylr±terepaw mefRnapst li oArgpafr •aCherthemtcthe-pi nE rmdtpen DVjin rdh'iCwjitftMcgrecauvanOerp�on,d6reemarrt;Th.k om;iric' wndity-is w�x argar.Lgeatioranirmainirr ttmir sierra:rna:oordr�nrnkeiL�iI�rE�steksrec nrrnenESTorsr§sCertrscert�a6 ir5151w1ti}r:first�eavTfirrre�neemoii atcel_lc .aali�atYriF intErte't.com:c,Eyoar•nm�tAe�trbetokbcianttiiGhasmerpriprr7Fepert"i6etercrayansC7te�rrsper�aTIntecirxmiitrhrti'iCmu^ttieraeurn'eGu;paiti regr e--- t; L .. _ n.1 ;• :' i4 P j � 5.��.• ! '' 1 ter, This is to certify that the tn,anagement system of: Certificate Number: 4393-4A H 'Ito Kent LL Onitiai Certification Date; 02 February 2004 Main Site:740,Banter Lane,Winch-ester,Tennessee.r 3739ar United Date of Certification Decision: 06 December 20,18 States has been registered by Interte'k as conformist to time requirements of: Issuing Date, g 76 December 2018 Valid Until: ISO 9001:2015 22 January 2022 This certifr:cate is lurked to the MaM certificate No.4393-4 The arianagernent system is applicable to: Manlufacturi!Pg of el ast.orner seals to the Infrastru. cture industry,as weill A CC RL- D ''ITES as diistributibn of btutVI sealants and lubricants to the infrastructure indwstryr and 6ntegrated rubber manhole frarr•e anrd clover system. Man,wc�•sera-r sr._Tcr.,s • ILA-- Calm Moli'Iovean President,Business Assurance I ntertelk Tessin;5er im W;r 1 nC., 900 Oteirnsford Street, A40 LoveeR,MA 01851. Wkk M QC-1) inane:1.S5':iJ1=�a:ihis,ceriif+[tiir.lr rkekessume�t'a bildyrtga'ry.ptr"!°aWeerth�rfathe; nrinime,agregdupampettfazfiw.AjrcmTe!t.Ths. oesFfimbsxa� tvi::i gersbitl+ ar�r�aSior�srmainin t�+airsp-sten.in eem�.eflesuitfr�I�tclEehs-reel rcmeri:siarv13t�mscerh'L'�et n.+relitlijrmzy3e'cc-i!SrrT'^1+ie eirail 'etcerE cyW4pli atenlLc�inrertk2:camrr;L�y'.srxr'.niagtr:�eat1x+kftc ?rtwitTr�d:eierlprirri5.tra-&,'imtenernpesthepraperryoTInket9eT.irs'WrF6rWitmuzftxreturnrc430m rags�t (n) TSS Series Tylox®SuperSeal r`Pre-lubricated Profile Gaskets for Single Offset Joints on Concrete Manhole Say good-bye to the lube bucket and brush. ' Say hello to fast, clean, sirzple installation. ,r- The unique design of the Tylox SuperSeal' manhole gasket is bringing a cost-saving revolution to the field { of concrete manhole gasketing and installation. • Requires no field lubrication. The Tylox Super- Seal— gasket has a layer of silicone lubricant in- stalled on the inner surface of the tube during the manufacturing process;saving you time and money on the job--site. *� • Elimination o funsafe installation practices.Since the Tylox' SuperSeal'" manhole gasket requires no p.k'•,.r.,: lubrication, the unsafe practice of standing beneath a suspended riser section in order to lubricate the bell 1.D. is no longer required. • Se-Contained Lubricant.Sealed within the tube, Tylo SuperSeal°`gaskets are available for all common the lubricant is impervious to mud,dirt and debris. combinations of annular and total annular spaces,and If you drop it in the trench,simply wipe the gasket can be manufactured to suit any manhole size. surface clean and you're ready to install. No special Tylox SuperSeal" manhole gaskets are available in a handling is required. variety of rubber compounds, to meet or exceed the • No equalization required. Due to the reduced material requirements ofASTM C443,ASI'M C161511, gasket stretch requirement of the unique lamelle/ California Greenbook, and CSA A-257.3. rolling-tube design, the Tylox• SuperSeal' gasket requires no equalization after installation. A quick and easy installation means you save even more time and money. Tube • No gasket"roll"or "tu st".Another benefit of the unique lamelle/rolling-tube design is the drastic reduction in insertion forces, virtualy eliminating compression Section the gasket "roll" and "twist" associated with o-ring and standard profile gaskets. • Self-Centering. The manhole bell is self-centered on the spigot due to the forces generated as the Nose tube rolls into the annular space during the hom- Lamelle Silicone Locking Lubricant Teeth ir_g process. Marking Infrastructure Watertight Today for a Greener, Sustainable Tomorrow Available Models joint designs. Please consult your local Hamilton Kent Model BodyEO.7 Total To Suit* Representative for gasket selection to meet your spe- Height Width Annular Space cific requirements. Total Small 165 0.682 1.780 0.446 0.14G Installation 166** 0.680 0.780 1.615 0.446 0.094 1. Ensure that bell and spigot are free from cracks, 170 0.682 0.808 1.290 0.446 0.126 chips, or other defects. 175 0.697 0.833 1.398 0.446 0.146 2. Brush loose dirt, debris and foreign material from 176" 0.735 o.s25 1.520 0.446 0.094 the inside surface of the bell,the spigot and the gas- 200L 0.885 1.049 2.549 0.500 0.175 , 225 0.914 1.085 2.787 0.525 0.175 Ket. 226** 1 0.850 1.048 2.318 1 0.525 0.094 3. Stretch gasket around the spigot, with the nose * For informational purposes only.Consult your Hamilton Kant:epmenta" against the step,and the tube laying flat against the tine for sizing to suit your specific joint details. -These models do no,have locking teeth. spigot. 4. Do not lubricate the gasket or joint as this could Materials and Identification adversely affect the performance of the gasket and Tylox SuperSealt" manhole gaskets are manufactured the joint. from a variety of synthetic rubber compounds to meet 5• Align the spigot with the bell,ensuring that the gas- the material requirements of ASTM C443 and C1619, and CSA A257.3. The applicable specification(s) and kit is in contact with the bell around the complete useage mode for a particular gasket are identified by a periphery, then allow the manhole section to home colored stripe around the periphery of the gasket: under its own weight. Standard The homing process will cause the lubricated tube to AS TM C443,C1619 Class C White Stripe roll over the compression section, allowing the man- and CSAA257.3 hole section to slide downward. California Greenbook Green Stripe Once fully homed, the compression section seals the O.-I-Resistant total annular space and the rolling tube comes to rest ASTM C443,C1619 Class D Orange Stripe within the small annular space, acting as a cushion and CSA A257.3-Nitrite rubber against side loads. ASTM C443,C1619 Class D Yellow Stripe and CSAA257.3-Neoprene rubber The above listing covers the standard,North American, specifications. Gaskets materials are available to meet many other specifications. Please consult your Ham- ilton Kent representative regarding materials to meet your particular specifications. Pressure Rating Tylox' SuperSeal-gaskets are suitable for use in sys- tems with up to 13 psig (30 ft Head) pressure require- ments. Higher head pressures have been obtained with certain TEL: (800) 268 8479 FAX: (888) 674 6960 =Hamimlton ► ent WEB: www.hanliltonkent.com E-MAIL: inforsnationCvhamiltonkent.com .Sealing Your Connection Lit_TSS_Manhole_English_RS Ty ox-SuperSeal"Gaskets are manufactured by Hamilton Kent ina andlor Hanaton Kent LLt:.They are distributed vmrldavide by Hamilton Kent Inc.except for the U.S.A.where they are distributed by Hamilton Kent LLC. Tyboa I,a registered trademark of Hamilton Kent Ine.SuperScal'is a trademark of Elamiltun Krmt Inc. NZERAVATIONW CORPORAWN CERTIFICATE OF COMPLIANCE All of the LANE PLASTIC MANHOLE STEPS made of polypropylene conform to ASTM D4101-82. (The previous standard of ASTM 2146-8r:was replaced by D4101-82.) The 1/2"reinforcing rod.conforms to ASTIV A-61`+ requirements. They meet and/or exceed ASTM C478-88 paragraph 13.4 and A.ASHTO M-199 requirements. The LANE PLASTIC MANHOLE STEPS meet and/or exceed the 1,500 lbs.pullout force and the vertical deflection of 800 lbs.when properly installed. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin,Oregon. These manhole steps are of U.S.origin and comply with the ARRA Act of 2009. We also certify that the reinforcing steel provided in our LANE PLASTIC MANHOLE STEPS is in full compliance with the American Iron and Steel requirement as mandated in EPA's State Revolving Fund Prograins, specifically the Consolidated Appropriations Act of 2014, Section 436. Lane International Corp. e1Robertson, Vice-President fan ary 4,2019 OFPc1AL sTAW SPERM LEt-AUYAC NOTARY PUE C-OREQem COMMISSION NO,9W59 h1Y OOMMUION E1(PIRES'53EPTEMBER 11,202d —C/ P.O. Box 925 10758 S.W. Manhasset Dr.,Tuaiatin. Oregon 97062 Phone: 503-692-9860 e 800-666-0076 Fax: 503-692-9863 www.laneinternational.corn CERTIFICATE OF C70MPL 1 4, NCE i All of the LANE PLASTIC HAND HOLD STEPS made of polypropylene conform to ASTM 134101-82. (The previous standard of ASTM 2146-82 was replaced by D4101-82.) The 1/2"reinforcing rod conforms to ASTM A-615 requirements. They meet and/or exceed ASTM C478-88 paragraph 13.4 and AASHTO M-199 requirements. The LANE PLASTIC MANHOLE STEPS meet and/or exceed the 1,500 lbs. pullout force and the vertical deflection of 800 lbs. when properly installed. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These manhole steps are of U.S. origin and comply with the ARRA Act of 2009. Lane International Corp. Kelly ol�e ►son, in, Janu ry 4, 2019 OFFICIAL S i'AMP i SHERI LEE VUYA0 NOVAY PUSUG-OREGON ' COMMISSIG!NO.954359 Y CQMM SSION EXPIRES SEF`FEMBER 11,2KG 0 t� PO. Lox 925• 10758 S.W. Manhasset Dr.,Tualatin. Oregol 1 97062 Phone: 503-692-9860-800-666-0076 Fax: 503-692-9863 www.laneinternational.cor1 CERTIFICATE OF COMPLIANCE All of the LANE POLYPROPYLENE LADDERS are made of polypropylene that conforms to ASTM D4101-82. (The previous standard of ASTM 2146-82 was replaced by D4101-82.) The 1/2"reinforcing rod conforms to ASTM A-615 requirements. The 9/16" smooth round bar conforms to ASTM-36 requirements. The ladder meets all ASTM C-497, C-478, AASHTO M-199&WISHA requirements. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These ladders are of U.S. origin and comply with the AARA Act of 2009. Lane International Corp. T{ellyX06ertson,V ice-President JaniA'ary 4, 2019 Off ICIAL$rAMP SHER!LEE:DUYAO NOTARY PUBLIC-OFiECON COMMISSION NO.954359 MY COMMISSION UPIRES SEf'7EMBER 11',2M F.O. Box 925 10758 SAW. Manhasset Dr.,Tualatin, Oregon 97062 Phone: 503-692-9860 0 800-666-0076 Fax: 503-692-9863 kvNwr.laneinternational.cor•i E T' t9Tf tq kS� �'iRTi t6u':.inr. K YFu lax: O o C ltYlt••t�f O O RADIUS WALL APPLICATION 12tt k C 57" "%'�INS riu� FLAT WALL APPLICATION WALL FASTENING i RAIL RUNG ' STEP • LY ILADOER . She"Grade 60 Round Bar ,," Grade 60 Rebar Cff—&cCOA0®.4MON INTERNATIONAL All Lane Poly Ladders meet the requirements of ASTM C-478,A-615, P.O.Box 925 503-692-9860 D4101,and AASHTO M-199 10758 SW Manhasset Dr. 800-666-0076 Tualatin,OR 97062 Fax 5.03-692-9863 www.laneintemational.com HAND HOLD 13" 33o mm �7" nzfimm 3'/z" n 9 mm 00 Bright Red Reflectors G / °c °O o o° °c o ° °00000000 O O O 000000000000 O D O 0 0 0000000000 0 0 0 0 0 0 0 0 00 0 0 0 O O O O O O O O O O O O O O O O O O O O C C O D 15'/4" 367.4 mm 14" 3556rnm Fund Hold Stew SPECIFICATIONS " 50 All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D-4101. The ! %2"Gracie 60 reinforcing bar meets ASTM A-61` RUNG 1/2" Grade 60 Rebar S il1T� !/r//.4�/D�.4L ORA ON P.O.Box 925 + 10758 S.W.Manhasset Dr.•Tualatin,OR 97062•.503-692-9860.800-666-0076 Fax 503-692-9863 • www.laneintemational.com P� 14938 1.4 13" 33o mm---- tea" 2381 mm 0 0 0° 6" 152 4 mm O O 000 Bright Red Reflectors 00 0 0 0 001 0 0 0 0 0 0 0 °Mo o° 0 00 O00 0 0 0 0 0 0 0 ° 0 0 0 0 ° 0 0 0 0 ° 0 0 . . . o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1514' 387.4 mm 14" ssnm SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D- 4101. The '/2" Grade 60 reinforcing bar meets ASTM A-615. RUNG LANE •L YPJ?OPYLENE MANHOLE � ,#&W CORPORATION INTERNATIONAL P.O.Box 925. 10758 S.W.Manhasset Dr.• Tualatin,OR 97062. 503-692-9860. 800-666-0076 Fax 503-692-9863 9 www.laneintemational.com MC=Tar A. . TECHNOLOGY specialty 1 Area of Use Product Description Substrates Wasser combined moisture-cure urethane technology, micaceous iron oxide, and Over properly prepared: refined tar resin to produce a superior corrosion resistant coating. MC-Tar 100 has Ferrous Metal • Galvanized Metal proven performance in severe exposure, and is recommended for application on Aluminum/Non-Ferrous various substrates for immersion, atmospheric, and buried environments. It has the Metal ability to provide outstanding barrier protection in one-coat or multi-coat systems. Metalized • Concrete • Concrete Block • Previously Existing Coatings Product Features Possible Uses • Single component Moisture Cure Urethane Water and Wastewater • No mixing errors—no pot life Treatment Facilities • Easy to apply by brush, roller, mitt or spray methods Pulp and Paper Mills • Performance compatible to coal tar epoxy coatings Tanks • VOC compliant at <100 g/L Hydro-power Facilities • Maintains build on edges, threads, and weld seams and Penstocks Marine/Port Facilities • Immersion and non-immersion service Offshore Platforms • Can be applied at 99% relative humidity(substrate must be visibly dry) Chemical Processing • Can be applied in below freezing temperatures (no ice or frost) Facilities • No dew point restrictions (substrate must be visibly dry) Refineries • No outer re-coat window on clean surfaces Structural Steel • Work Boats • Compatible with PURQuik® Accelerator for faster re-coat and cure times Pilings • Remains flexible over time Barges Ready Reference Information Resin Type: Single Component Moisture Theoretical Coverage: Cure Aromatic Urethane At 1 mil DFT: 1029 ftz/gal (25 Pm DFT:25.1 m2/1) Pigment Type: Coal Tar Pitch and Recommended Film Thickness: Micaceous Iron Oxide Wet:7.8-10.9 mils(198-276 pm) Dry: 5.0-7.0 mils(127-179 pm) Sheen: Flat Recommended Coverage Per Coat: Colors: Black and Red Oxide 146 ftz/gal at 7.0 mils DFT-205 ftz/gal at 5.0 mils DFT (3.57 m2/1 at 179 pm DFT—5.0 m2/1 at 127 pm DFT) Volume Solids: 64.0% ± 2.0 Thinning: MC-Thinner, MC-Thinner 100, MC-Thinner XMT Clean Up: MC-Thinner, MC-Thinner 100, MC-Thinner XMT VOC: <0.8 lb/gal (100g/1) (Volatile Organic Content) *At 50%Humidity 1' 1 Without PURQuikO With PURQuikO Without PURQuikO With PURQuikO Without PURQuikO With PURQuikO Tack Free 4 hours 2 hours 1 hour Re-coat Minimum' 12 hours 2 hours 6 hours 1 hour 3 hours 30 minutes Full Cure 10 days 7 days 7 days 5 days 5 days 4 days <,Humidity,temperature and coating thickness will affect re-coat and curing times. 'No outer re-coat window on clean surfaces.Refer to Wasser's PURQuike "-,Accelerator Product Data for additional information. v MC=TarIt specialty ADVANCED COATINGS TECHNOLOGY Recommended Systems Compatible Coatings Ferrous Metals Primers: Intermediates: (Atmospheric/Severe Exposure): MC-Zinc 100 MC-Ferrox B 100 1st Coat: MC-Zinc 100 3.0-5.0 mils DFT MC-Miozinc 100 MC-Miomastic 100 or MC-Miozinc 100 MC-Ferroclad 100 MC-CR 100 2nd Coat: MC-Tar 100 5.0-7.0 mils DFT MC-Prepbond 100 MC-Ballastcoat 100 3rd Coat: MC-Tar 100 5.0-7.0 mils DFT MC-Universa1100 Total System DFT: 13.0-19.0 mils DFT MC-CR 100(concrete) 1st Coat: MC-Prepbond 100 1.5-2.0 mils DFT Topcoats: Coating Accelerator 2nd Coat: MC-Tar 100 5.0-7.0 mils DFT MC-Tar 100 PURQuik°Accelerator 3rd Coat: MC-Tar 100 5.0-7.0 mils DFT MC-Ballastcoat Total System DFT: 11.5-16.0 mils DFT MC-Antigraffiti 100 Ferrous Metals Surface Preparation (Salt or Fresh Water Immersion): 1st Coat: MC-Zinc 100 3.0-5.0 mils DFT Ferrous Metal 2nd Coat: MC-Tar 100 5.0-7.0 mils DFT Use SSPC-SP1 solvent cleaning to remove contaminants 3rd Coat: MC-Tar 100 5.0-7.0 mils DFT prior to employing surface preparation methods. Total System DFT: 13.0-19.0 mils DFT Prepare surfaces for non-immersion or atmospheric service projects to SSPC-SP6/NACE No. 3 Commercial Blast Clean finish. For minimum surface preparation use Aluminum/Non-Ferrous Metals/Galvanized Metal: conscientious powertool cleaning methods in accordance 1st Coat: MC-Miomastic 100 3.0-5.0 mils DFT with SSPC-SP3 to remove corrosion and loose or failing or MC-Prepbond 100 1.5-2.0 mils DFT paint (feather edges of sound, existing paint back to or MC-Universal 100 4.0-5.5 mils DFT a firm edge). For immersion or severe service, apply 2nd Coat: MC-Tar 100 5.0-7.0 mils DFT over a Wasser recommended primer. Refer to Primer Total System DFT: Dependant on the primer used Product Data for surface preparation information. Not Concrete' recommended direct to metal in immersion. (Interior): Blast cleaning methods should produce a surface profile Severe Duty of 1.0 -2.0 mils (25-51 pm). 1st Coat: MC-Universal100 4.0-5.5 mils DFT Aluminum/Galvanized/Non-Ferrous Metals 2nd Coat: MC-Tar 100 5.0-7.0 mils DFT Prepare surfaces using SSPC-SP1 Solvent Cleaning and 3rd Coat: MC-Tar 100 5.0-7.0 mils DFT SSPC-SP12/NACE No. 5 Low Pressure Water Cleaning Total System DFT: 14.0-19.5 mils DFT g 2 Coat Option methods to remove surface contamination. Supplement 1st Coat: MC-Tar 100 5.0-7.0 mils DFT weathered galvanized surface preparation with SSPC- 2nd Coat: MC-Tar 100 5.0-7.0 mils DFT SP2 and SP3 Hand and Power Tool cleaning to remove Total System DFT: 10.0-14.0 mils DFT excessive corrosion and impart surface profile on bare metal. Supplement new galvanized surface cleaning with SSPC-SP16 to impart surface profile and support 'Prime coat for concrete maybe reduced up to 25% to mechanical adhesion. facilitate coating penetration. Subsequent coating applications may be reduced as necessary up to 10%. Concrete/Concrete Block Thin in accordance with local and federal regulations. The surface must be dry, free of surface contaminants, and in sound condition. Grease, and oil should be Do not use Purquik Accelerator when priming removed by ASTM D4258-83 (Re-approved 1999) and concrete release agents should be removed by ASTM D4259 - 88 (Re-approved 1999). Refer to SSPC-SP13/NACE No 6 *Other Systems are available. Contact your Wasser mechanical or chemical surface preparation methods for Representative to answer any questions. preparing concrete to suitable cleanliness for intended service. Surface preparation methods should impart sufficient surface profile for mechanical adhesion to occur. Ensure surface is thoroughly rinsed and dry prior to coating application. Allow a minimum 7 - 14 days cure time for new concrete prior to preparation and application. 800.627.2968 Page 2 of 4 MC=Tar specialty ADVANCED COATINGS TECHNOLOGY Surface Preparation (con't) Good Practices Previously Existing Coatings MC-Tar 100 is designed for application to a variety of substrates and tightly adhering, previously existing Prepare surfaces using SSPC-SP12/NACE No. 5 Low coatings.Apply a test sample to a small area to determine Pressure Water Cleaning methods to remove surface coating adhesion and/or compatibility. Spot prime any contamination. Supplement SSPC-SP 12 LPWC with areas cleaned to bare metal with a Wasser recommended SSPC-SP1 Solvent Cleaning and SSPC-SP2 and SP3 Hand primer for maximum system performance. When using MC-Tar 100 in immersion or severe environments, apply and Power Tool clean areas of corrosion and loose or over a recommended Wasser primer. The surface to flaking paint(feather edges of sound, existing paint back be coated must be dry, clean, dull, and free from dirt, to a firm edge).Spot prime clean, bare metal with Wasser grease, oil, rust, mill scale, salts or any other surface contaminants that interfere with adhesion. recommended primerfor maximum system performance. Ensure welds, repair areas, joints, and surface defects Sand glossy surfaces to provide profile. exposed by surface preparation are properly cleaned and treated priortocoating application.Consultthereferenced standards, SSPC-PA1 and your Wasser Representative for additional information or recommendations. Application Information MC-Tar 100 can be applied by brush, roll, airless spray, mitt and conventional spray methods. Follow proper mixing instructions before applying. Mixing: Conventional Spray/HLVP: Material temperature must be 5°F above the dew point Fluid Nozzle: E Fluid Tip before opening and agitating. Power mix thoroughly Air Cap: 704 or 765 prior to application. Do not keep under constant Atomizing Air: 45 - 75 lbs. agitation.Apply a 3-6 oz solvent float over material to Fluid Pressure: 15 - 20 lbs. prevent moisture intrusion and cover pail. Hose: 1/2" ID; 50' Max Brush/Roller: Reduction: Typically not required.If necessary, reduce Brush: Natural Fiber with MC-Thinner or MC-Thinner 100. Roller: Natural or synthetic fiber cover Nap: 'A"to 3/8" Reducer: Core: Phenolic MC-Thinner, MC-Thinner 100, (if VOC regulations Reduction: Typically not required. If necessary, reduce restrict thinning, use MC-Thinner XMT). Reduction is with MC-Thinner 100. typically not required. If necessary, thin up to 15% with Airless Spray: recommended thinner.Thin in accordance with local and Pump Ratio: 28 -40:1 federal regulatory standards. Pressure: 2400-2800psi Clean up: Hose: 1/a"to 3/8" Tip Size: .015 - .019 MC-Thinner, MC-Thinner 100. If Wasser thinners are Filter Size: 60 mesh (250 pm) not available, use MEK, MIBK, Xylene, a 50:50 blend of Reduction: Typically not required. If necessary, reduce Xylene and MEK or MIBK, or acetone for clean up only. with MC-Thinner or MC-Thinner 100. Do not add unauthorized solvents to a Wasser coating. Application Conditions Temperature: 20°-100°F (-8°-38°C) This temperature range should be achieved for ambient, surface and material temperature. Substrate must be visibly dry. MC-Thinner 100 is recommended for spray application in temperatures above 90°F. Relative Humidity: 6% - 99%. Coating Accelerator: PURQuik® Accelerator. See Wasser's PURQuik® Accelerator Product Data for information. Storage: Store off the ground in a dry, protected area in temperature between 40°-1001F (4°-380C). MCU containers must be kept sealed when not in use. Use a solvent float to reseal partial containers. 800.627.2968 Page 3 of 4 MC=Tar specialty Certifications and Qualifications VOC Compliant <_0.8 Ibs/gal (100 gr/Itr) (National Standard for Industrial Maintenance Coating, Ozone Transportation Commission and SCAQMD Rule 1113 IM Coating effective 1/1/04) Performance Testing Data Shipping Information *Contact Wasser Corporation for detailed testing of this Flash Point: 107°F (42°C) product. Weight: 14.1 ± 1.0 Ibs DOT HAZARD CLASS 3 Ordering Information DOT PACKAGING GROUP III DOT LABEL FLAMMABLE LIQUID Product Numbers: W311.79 Black DOT SHIPPING NAME PAINT W311.32 Red Oxide DOT PLACARD FLAMMABLE LIQUID UN/NA NUMBER 1263 Package Size: 1 gallon and 5 gallon pails Shelf Life: 12 months from date of shipment when stored unopened at 75°F (24°C). Safety Precautions DANGER! Intended for professional use only.Obtain and Read Wasser's Safety Data Sheet for this before using. Adequate Ventilation. Do not breathe dust,vapors or spray mist. Ensure fresh air entry during application and drying.If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator(NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Do not get in eyes, on skin or on clothing.Wash thoroughly after handling. Keep away from heat, sparks and flame. Vapor may cause flash fire. KEEP OUT OF REACH OF CHILDREN FIRST AID:If affected by inhalation of vapor or spray mist, remove to fresh air. If breathing difficulty persists or occurs later,consult a physician and have label information available. In case of eye contact,flush immediately with plenty of water for at least 15 minutes and get medical attention;for skin,wash thoroughly with soap and water.If swallowed,get medical attention immediately.If swallowed, do not induce vomiting.Get medical attention immediately.Wash clothing before reuse. Thoroughly clean or destroy contaminated shoes. Keep container closed when not in use.If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent,container and unused contents in accordance with local,state and federal regulations. WARNING:This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. Obtain and Read Wasser's Safety Data Sheet for this before using. INTENDED FOR PROFESSIONAL USE ONLY. Note:Ingredients and VOC may vary for products with catalysts,tint bases, and other colors. Wasser Corporation's liability on any claim of any kind, including claims based upon Wasser Corporation's negligence or strict liability,for any loss or damage arising out of,connected with or resulting from the use of the Products,shall in no case exceed the purchase price allowable for the Products or part thereof that give rise to the claim.In no event shall Wasser Corporation be liable for consequential or incidental damages. Published Product Data Sheets are subject to change without notice. r — E. , DRS SPECIF�CAMN SHEET °f y Stainless Steei Stainless Steel %sr . orlsarad -�` " -- pipe Clamp �F a eintorced c s PDM Nylon Wedge RubberConnector ,. KoR j -N-SEAL - WED KORSANCONNECTOR ASSEMBLY r it z F l e. � �h� s'c������• a � y�i'a s ' I�� tto I fife 1{�41i yt ry Install Kor-N-Seal I - Wedge Korbantt Install Igor-N-Seal n - Wedge Korband Install pipe Clamp(s) With Socket Wrench & Torque Limiter With Standard Torque Wrench With T-Handle Torque Wrench NPC Mc. 250 Eim Street P.O. Sox 301 Milford, N.H.03055, U.S.A. W'a Tel: 503)5 s 3-36530 (800)625-21 F® Fax: (603)'572-7271 Form SKNS 4/96 l�I KOR-N-SEAL° I & II FLEXIBLE PIPE-TO-MANHOLE CONNECTORS SPECIFICATION SHEET PERFORMANCE Test ASTM Method Test Requirements Kor-N-Seal°1 &II Head Pressure C923 - 7.1 10 psi (23 ft) for 10 min. +10 psi for 10 min. Deflection Test C923 - 7.2.2 7° in any direction Over 7° in any direction Load Test C923 - 7.2.3 150 Ibs/in. pipe dia. Over 150 Ibs/in. pipe dia. Performed on all sizes of Kor-N-Seal` Connectors with no leakage occurring initially nor during the 24 hour test period. RESILIENT EPDM OR POLYISOPRENE RUBBER Conforms to ASTM C923 Test > ASTM 1Vletiisl Test -ItequrretrentsKor-N-Seat®1&II Chemical Resistance D543,at 22°C for 48 h 1 N Sulfuric Acid No weight loss No weight loss 1 N Hydrochloric Acid No weight loss No weight loss Tensile Strength D412 1200 psi 1580 psi Elongation at Break 350%min. 500% Hardness D2240 (shore A durometer) ± 5 from the manufacturer's 48±5 specified hardness Accelerated Oven-aging D573 70± VC for 7 days Decrease of 15%, max. of original 10.1% tensile decrease tensile strength, decrease of 14.0% elongation decrease 20%max.of elongation Compression Set D395, method B,at 70°C for Decrease of 25%, max. of original 13% decrease 22 h deflection Water Absorption D471,immerse 0.75 by 2-in. Increase of 10%, max. of original .8% increase specimen in distilled by weight water at 70°C for 48 h Ozone Resistance D1171 Rating 0 Rating 0 Low-temperature Brittle Point D746 No fracture at-40°C No fracture at-40-C Tear Resistance D624,method B 200 Ibf/in. No tear at 210 Ibf/in. INTERNAL KORBAND Conforms to ASTM C923 and ASTM A167 Korband Assembly with toggle-type expander is manufactured of 304 series non-magnetic stainless steel. Korband Assembly with wedge-type expander is manufactured of 304 series non-magnetic stainless steel. The Kor-N-Seal®I wedge assembly is manufactured from reinforced nylon or 316SS Cast Steel. EXTERNAL PIPE CLAMP Conforms to ASTM C923 and ASTM A167 External take-up clamps are manufactured of 304 series non-magnetic stainless steel. The bolt assembly is manufactured of 305 Series non-magnetic stainless steel. www.npc.com 250 Elm Street • P.O. Box 301 Milford, NH 03055, U.S.A. Tel: 603-673-8680 • 800-626-2180 • Fax: 603-673-7271 CAWX - - GREASE INTERCEPTOR (1000 - 3000 gal.) 19604 67TH AVE NE ARLINGTON, WA 98223 (360) 435-5531 WWW.CUZCONCRETE.COM GREGCO WET RABBIT CAR WASH 2000GALLON RECLIAM TANKS A 1 A In I 32" Weight (lb) SC (Gal./in) LC (Gal./in) L W H I 0 2X 024" . 012" TOP VIEW Or 024" (3000 GAL. ONLY) (2000 Gal 3-24" Holes) C 2000 Gal. 26798 14.87 29.75 151 86 96 55" 52" 8" H-20 TRAFFIC LID 811 GENERAL NOTES: • ALL DIMENSIONS IN INCHES • CONCRETE 28 DAY COMPRESSIVE STRENGTH FC: LARGE COMP. 4000Ps1 2/3 GAL. • REBAR #4 ASTM A-6I5 GRADE I (LC) 60 • DL: 361N EARTH COVER • LL: 25 SNOW ek • SOILS: 2000Ps1 Willi "O" • WATER PRESSURE: 62.4PSF • FLEXIBLE PIPE ADAPTER PRESS SEAL 41N CAST-A-STEEL 3011 • JOINT MATERIAL MEETS FEDERAL SPECS. SS-S-002I • RISERS AS REQUIRED • H-20 LOAD .. ....., : .,,.. . . • SMALL COMP. 41f 1211 C 1/3 GAL. (SC) LEFT SECTIONAL VIEW FRONT SECTIONAL VIEW SECTION C-C 3705CPT 3715ZPT Assembly �;: ;► ej (1) PICKHOLE 00 (3) 1" DIA. HANDLING HOLES Product Number 0 00371564 aQo0 0 0— BOLTHOLES — 3 PLCS ® Design Features .=q MEIN Ko=oo DIA B.C. (SEE DETAIL) -Materials pp oQoQo�oQoQoQo EQUALLY SPACED 120° Cover a�o�o�o�o�o�o�o APART ON 23 1/16" do o�o 0 0�0 0� Ductile Iron(80-55-06) or S E` A , E Qo Frame � O Gray Iron(CL35B) �_ vv 3705CPT DI DUCTILE 3" SHARP FACE GOTHIC W%^_ -Design Load Heavy Duty -Open Area MADE IN USA BOTTOM VIEW -coating (3) BLT SOC. (ALLEN HEAD) Dipped PLAN VIEW 5/8"-1 1 X 2.0 SS -✓Designates Machined Surface PART # 00981206 11/16" Certification 25" DIA. ASTM A536 ASTM A48 3/16" 1" -Country of Origin:USA 2 11/16" 1 3/16" Major Components 63 SECTION VIEW 3/4» 00375 BOLTING DETAIL � 0037/512 (3) 5/8" EON LOCK@ POCKETS EQUALLY SPACED 120° APART ON A 23-1/16" DIA. B.C. 11/16" Drawing Revision 0 25 1/4"� 1 1/16" BOLT HOLE DETAIL 08/03/2007 Designer: KMB 12/24/2014 Revised By:DVD Disclaimer 6" Weights(lbs./kg)dimensions(inches/mm) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. 0 23 3/8" CONFIDENTIAL:This drawing is the property of EJ GROUP,Inc.,and embodies confidential information, 0 27 9/16" 2" STACK registered marks,patents,trade secret information, and/or know how that is the property of EJ GROUP,Inc. 34 1/8" 4F Copyright©2012 EJ GROUP,Inc. All rights re STACKING DETAIL Contact SECTION VIEW Ned. 800 626 4653 ejco.com B551719 H.D. FOWLER COMPANY SUBMITTAL Date: To Project Information Company: Gregco Excavating Project: Wet Rabbit- Express Car Wash Contact: Colby Gregory Owner: Charles Chaffe Phone: Contractor: Fax: Engineer: Pacland-seattle Email: colby@gregcoexcavating.com Submittal Information Contact Information Submittal Type: New Prepared By: Cristal Trujillo Revision: Salesman: Annette Gregg Subject: (425) 864-5225 Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages SILT FENCE- 14GA WELDED WIRE TESC 1 T-POST TESC 1 UTRA-DRAIN GUARDS TESC 2 TERRATEX GS -WOVEN GEO TESC 1 N-12 PIPE STORM & STORM ROOF DRAIN 1 INJECTION MOLDED FITTINGS STORM &STORM ROOF DRAIN 2 D3034 PVC GRAVITY SEWER PIPE - STORM, STORM ROOF DRAIN, STORM 2 GASKETED INFILTRATION TRENCH & SEWER ROMAC STYLE "LCT" MANHOLE ADAPTER STORM &SEWER 2 GASKET M & H AWWA C515 RESILIENT WEDGE GATE STORM &SEWER 6 VALVE VALVE BOX BASE, TOP & LID STORM &SEWER&WATER 3 CATCH BASIN TYPE 1 STORM -ALTERNATE FOR THE 1 NYLOPLAST BASINS 12"x 8" SCH40 DWV FLOW CONTROL W/18" STORM AREA DRAINS 1 BAFFLE GRIPPER STORM ROOF DRAINS, STORM 1 INFILTRATION & SEWER RIVERSIBLE LOCKING RING & COVER STORM ROOF DRAINS 1 FERNCO FLEXIBLE COUPLINGS STORM ROOF DRAINS 2 SDR35 3034 SEWER FITTINGS STORM ROOF DRAINS, STORM 2 FOOTING DRAINS,STORM INFILTRATION TRENCH & SEWER D3034 PVC GRAVITY SEWER PIPE - SOLVENT STORM FOOTING DRAINS 2 WELD TERRATEX N04.5 - NON-WOVEN STORM FOOTING DRAIN & STORM 1 INFILTRATION TRENCH LOCKING CLEAN-OUT RING AND COVER STORM INFILTRATION TRENCH & 1 SEWER GASKETED SEWER PIPE STORM INFILTRATION TRENCH 3 721 CEMENT WELD ON STORM INFILTRATION TRENCH 2 ZURN 886 CHANNEL, FLAT END CAP & STORM TRENCH DRAIN 2 BOTTOM OUTLET 3 TRACER WIRE SEWER & 2" DOMESTIC WATER 1 STYLE "501" STRAIGHT, TRANSITION AND SEWER SSMH DROP IN CONNECTION 3 LONG BARREL COUPLINGS COMPACT MJ FITTINGS SEWER SSMH DROP IN 1 CONNECTION,WATER TIE-IN &WATER LINE CL 52 DI PIPE SEWER SSMH DROP IN CONNECTION, 3 WATER TIE-IN &WATER LINE WALL BRACKET& INSTALLATION KIT SEWER SSMH DROP IN CONNECTION 2 ROMAGRIP PIPE RESTRAINT SEWER SSMH DROP IN 3 CONNECTION,WATER TIE-IN, WATER LINE &WATER HYDRANT ASSEMBLY M & H AWWA C515 RESILIENT WEDGE GATE WATER TIE-IN &WATER HYDRANT 6 VALVE FL X MJ ASSEMBLY RING GASKET RED RUBBER 150# WATER TIE-IN &WATER HYDRANT 1 DUCTILE IRON FLANGED FITTINGS WATER HYDRANT ASSEMBLY 1 FIELD LOK 350 GASKET WATER HYDRANT ASSEMBLY 1 M & H AWWA C502 FIRE HYDRANT WATER HYDRANT ASSEMBLY 3 STORZ HYDRANT ADAPTER WATER HYDRANT ASSEMBLEY 1 FORD BALLCORP CORPORATION STOP 2" DOMESTIC WATER SERVICE 1 STAINLESS STEEL INSERTS 2" DOMESTOC WATER SERVICE 1 SDR 9 POLY PIPE 2" DOMESTIC WATER SERVICE 1 PACK JOINT COUPLING 2" DOMESTIC WATER SERVICE 1 MALE PACK JOINT COUPLING 2" DOMESTIC WATER SERVICE 1 70 SERIES COPPERSETTER 2" DOMESTIC WATER SERVICE 1 17"X 30" METER BOX WITH MAN HOLES 2" DOMESTIC WATER SERVICE &2" 1 IRRIGATION DCVA 17"X 30" METER BOX COVER W/ MAX VIEW 2" DOMESTIC WATER SERVICE &2" 1 READER AND AMR HOLE IRRIGATION DCVA FEMALE PACK JOINT COUPLING 2" DOMESTIC SERVICE 1 BRASS FITTINGS & BRASS NIPPLES 2" IRRIGATION DCVA 1 350XL DOUBLE CHECK VALVE ASSEMBLY 2" IRRIGATION DCVA 2 HD Fowler Company Submittal Sec.5:Ln 4 Vendor:72565 "M r 815 Buxton Street I Winston Salem,NC 127101 eHANES*GEO COMPONENTS PH:888.239.4539 1 FAX:336.747.1652 c www.HanesGeo.com A �fr��COMPANY Silt Fence SF-D with 36" 2"x4" 14GA Welded Wire Hanes Geo Components preassembled Silt Fence is SF-D with 36" 2x4 14GA welded wire is a wire backed silt fence. It is comprised of wire field fence and TerraTex SF-D. Assembled Fence Characteristics Silt Fence Geotextile TerraTex SF-D Geotextile Height/ Length 48 in (1.22 m)x 100 ft(30.48 m) Support wire Welded Wire Height 36 in (0.91 m) Gauge 14 GA Opening Size 2" X 4" Zinc Coating Class 1 The TerraTex SF-90 is made up of polypropylene filaments. These filaments are woven to form a stable The TerraTex SF-D is made up of polypropylene filaments. These filaments are woven to form a stable and durable network such that the filaments retain their relative position. It is non-biodegradable and resistant to most soil chemicals, acids, and alkali with a pH range of 3 to 12. TerraTex SF-D is manufactured to meet or exceed AASHTO M288 supported and unsupported silt fence fabric requirements and the following minimum average roll values: Silt Fence Geotextile Properties Minimum Average Minimum Average Roll Value Roll Value Property Test Method English Metric Grab Tensile MD ASTM D-4632 124 Ibs 550 N Elongation MD ASTM D-4632 15 % 15 % Grab Tensile XMD ASTM D-4632 124 Ibs 550 N Elongation XMD ASTM D-4632 15 % 15 % UV Resistance ASTM D-4355 80% @ 500 hr 80% @ 500 hr AOS* ASTM D-4751 30 US Sieve 0.60 mm Permittivity ASTM D-4491 0.10 sect 0.10 sect Flow Rate ASTM D-4491 8 gal/min/ft2 325.6 L/min/m2 *Maximum Average Roll Value 5/2014 'DISCLAIMER: Descriptions regarding the products described herein are based solely upon information provided by the manufacturer and are provided for informational purposes only. NOTHING CONTAINED HEREIN SHOULD BE CONSTRUED AS CREATING AN EXPRESSED OR IMPLIED WARRANTY,INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS,EACH OF WHICH IS HEREBY DISCLAIMED. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The final determination as to the suitability of any product of Hanes Geo Components in any particular application rests solely with the user. Hanes Geo Components reserves the right to alter or modify its products and descriptions at any time without notice. 2014-06-01 HD Fowler Company Submittal Sec.5:Ln 5 Vendor:72565 HANES GEO COMPONENTS A �lell �o�COMPANY April 11, 2014 REF: 5' 0.95#/ft Painted T-Post w stabilization plate This is to certify that the 5' 0.95#/ft Painted T-post w plate is from hot-wrought sections intended for use to support erosion control systems in general commercial applications. Specification: 1. Posts shall be fabricated from hot rolled steel in a studded T shape with nominal dimensions and weight in accordance with the attached Post Drawings. There shall be studs on the face of the T shape to help support fabric, wire or other components of the system. These studs shall be spaced every 2 to 3 inches. 2. The length of the post will be 5'tall. 3. The weight of the post will be 0.95 Ibs per foot. 4. Posts will be painted. 5. Meets requirements of ASTM 702. 6. Soil Stabilization Plate is 15g steel with 18 square inches of cross sectional area 7. Minimum yield Strength 50,000 psi Sincerely, Z_V� �/" Keith Harris Technical Director 815 Buxton Street Winston Salem, NC 27101 888 -239 -4539 • Fax: 336 -747 - 1652 www.hanesgeo.com info@hanesgeo.com HD Fowler Company Submittal Sec.5:Ln 7 Vendor:72565 Ultra-Drain Guards' 0006 ULTRAXTEX •E-mart Keep sediment and other pollutants from entering the COP water system with Ultra-Drain Guard catch basin inserts + This simple,yet specifically designed and engineered geotextile fabric catch basin insert can be installed in most drains. The heavy-duty material removes contami- WTI nants like litter,sand,and oil from stormwater flow. _ + Installation is quick and easy-Simply raise the grate, - place the Ultra-Drain Guard over the opening and care- - fully lower the grate back into place, pinching the fabric _ in place to keep the unit secure. - + Oil&Sediment Model—Removes hydrocarbons,dirt, sand and other contaminants. ' - + Oil& Sediment Plus Model—The addition of Ultra-X-Tex filter strips increases oil and grease absorption. + Trash& Debris Model— Designed specifically to catch larger items and floatables such as leaves,cigarette butts and paper goods. + Exceeds 80%sediment removal efficiency. + Designed for practical use in industrial facilities,con- struction sites,parking lots,and"drive-up" retail facilities. + Helps comply with NPDES,40 CFR 122.26(1999)and TMDL requirements. Grate Lifter Part#9234 SO Three groups of Oil&Sediment (� Plus Ultra-X--Tex filter strips Model absorb oil and grease ., (Part#9219) as water flows through the Drain Guard. Actual contents of a 2-month Drain Grate Hook-Part#9235 Over-Flow Ports Guard test. Retainers-Part#9237 or 9238 (Prevents Flooding) Custom Sizes Available Patents:See www.ultratechpotents.com DimensionsPart# Description 9217 Oil&Sediment Model(1-Pack) 48 x 36 x 18(1,220 x 915 x 458) Up to.87 gallons(3.5 U of oil and up to 40 tbs.(18 k )of sediment LOON 9218 Oil&Sediment Model(10-Pack) 48 x 36 x 18(1,220 x 915 x 458) Up to.87 gallons(3.5 L)of oil and up to 40 lbs.(18 kg)of sediment 1.0(0.5) 9356 Oil&Sediment Model 60"x 60'(1-Pack) 60 x 60 x 18(1,524 x 1,524 x 458) Up to 1.55 gallons(6 L)of oil and up to 40 lbs.(18 kg)of sediment 2.0(1.0) 9219 Oil&Sediment Plus Model(1-Pack) 48 x 36 x 18(1,220 x 915 x 458) Up to 138 gallons(5 L)of oil and up to 40 tbs.(18 kg)of sediment 2.0(1.0) 9220 Oil&Sediment Plus Model(10-Pack) 48 x 36 x 18(1,220 x 915 x 458) Up to 138 gallons(5 L)of oil and up to 40 tbs.(18 kg)of sediment 2.0(1.0) 9358 Oil&Sediment Plus Model.60"x 60"(1-Pack) 60 x 60 x 18(1,524 x 1,524 x 458) Up to 2.06 gallons(8 L)of oil and up to 40 tbs.(18 kg)of sediment 3.0(1.5) 9227 Trash&Debris Modet(1-Pack) 48 x 36 x 18(1,220 x 915 x 458) 1 cu.ft.(28 L)(before reaching bypass ports) 1.005) 9229 Trash&Debris Model(10-Pack) 48 x 36 x 18(1,220 x 915 x 458) 1 cu.ft.(28 L)(before reaching bypass ports) 1.0(0.5) Options:9234 Grate Lifter•9235 Grate Hook•9237 or 9238 Retainers Additional Drain Guard Models available.Visit stormwaterproducts.com for the full offering. 62 UltraTech International,Inc.•(800)353-1611.1-904-292-1611 HD Fowler Company Submittal Sec.5: Ln 7 Vendor:72565 ULTRATECH U ltra-Drain Guards' INTERNATIONAL, INC. Specifications Material Specifications Properties ASTIVI Test Value Material:Non-woven,Polypropylene Geotextile Grab Tensile D4632 205Its Elongation D 4632 50% ' Trapezoid Tear D 4533 80 lbs - _ — Puncture D 4833 525 lbs Mullen Burst D 3786 420 psi Permittivity D 4491 1.5 sec' A.O.S.(U.S.sieve no.)/Microns D 4751 80/180 - UV Stability(strength retained%)500 hrs D 4355 70% Fabric Weight(oz/yd2)(typical) D 5261 8 oz/yd2 Flow(through material) D 4491 90 gpm/ftz Flow(bypass ports gpm)'` 770 gpm Flow(bypass ports cfs)* 1.7 cfs Larger bypass flow rate designs are available Unit Specifications Model Oft Capture(GaQ Sediment Capture Collection Area Flow Rate Dimensions d . Q l&Sediment' 87 40 10"x 18" 500 48"x 36"x 18" rt#9217 Oil&Sediment' 1.55 40 10"x 18" 900 60"x 60"x 18" Part#9356 Oil&Sediment Plus' Part#9219 138 40 10"x 18" 500 48"x 36"x 18" Oil&Sediment Plus' 2.06 40 10"x 18" 900 60"x 60"x 18" Part#9358 Trash&Debris 40 10"x 18" 500 48"x 36"x 18" Part#9227 Ultimate' 1.57 40 10"x 18" 500 48"x 36"x 38" Part#9376 High Capacity 1.9 300 24"x 24" 1000 60"x 60"x 24" Part#9393 Adjustable Frame Model 1.26 40 10"x 18" 500 Varies Part#8930 UltraTech International,Inc.•11542 Davis Creek Court,Jacksonville,Florida 32256 USA (800)353-1611•1-904-292-1611•stormwaterp rod ucts.com HD Fowler Company Submittal Sec.5:Ln 8 Vendor:72565 &M 815 Buxton Street I Winston Salem,NC 127101 HANES'GEO COMPONENTS' PH:888.239.45391 FAX:336.747.1652 " www.HanesGeo.com TerraTex® GS TerraTex®GS is a woven geotextile made up of polypropylene yarns.These yarns are woven to form a stable and durable network such that the yarns retain their relative position.TerraTex GS meets AASHTO M288 Class 3 for separation and stabilization. It is non-biodegradable and resistant to most soil chemicals,acids, and alkali with a pH range of 3 to 12.TerraTex®GS is manufactured to meet or exceed the following minimum average roll values: PROPERTY TEST METHOD ENGLISH METRIC Weight(Typical)1 ASTM D5261 4.0 oz/yd2 136 g/m2 Grab Tensile ASTM D4632 200 Ibs 0.90 kN Grab Elongation ASTM D4632 15% 15% Trapezoid Tear ASTM D4533 75 Ibs 0.333 kN CBR Puncture ASTM D6241 700 Ibs 3.120 kN Permittivity 1 ASTM D4491 0.05 sec"I 0.05 sec-1 Water Flow Rate 1 ASTM D4491 5 gpm/ft2 203 Lpm/m2 ADS 1,2 ASTM D4751 40 US Std.Sieve 0.430 mm UV Resistance ASTM D4355 70%@ 500 hrs 70%@ 500 hrs 1 At the time of manufacturing.Handling,storage,and shipping may change these properties. 2 Value represents maximum average roll value. DISCLAIMER:Descriptions regarding the products described herein are based solely upon information provided by the manufacturer and are provided for informational purposes only.NOTHING CONTAINED HEREIN SHOULD BE CONSTRUED AS CREATING AN EXPRESSED OR IMPLIED WARRANTY,INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS,EACH OF WHICH IS HEREBY DISCLAIMED.THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF.The final determination as to the suitability of any product of Hanes Geo Components in any particular application rests solely with the user.Hanes Geo Components reserves the right to alter or modify its products and descriptions at any time without notice. 11/20/2018 HD Fowler Company Submittal Sec. 10: Ln 9: Sec. 10: Ln 10:Sec. 10: Ln 11: Sec. 10: Ln 12 Vendor:72530 ADS, Inc. Drainage Handbook Specifications ♦ 1-6 N-12° WT IB PIPE (PER AASHTO) SPECIFICATION Scope This specification describes 4-through 60-inch (100 to 1500 mm) N-12 WT IB pipe (per AASHTO) for use in gravity-flow land drainage applications. Pipe Requirements N-12 WT IB pipe(per AASHTO)shall have a smooth interior and annular exterior corrugations. • 4-through 10-inch (100 to 250 mm) pipe shall meet AASHTO M252, Type S. • 12-through 60-inch (300 to 1500 mm) pipe shall meet AASHTO M294, Type S or ASTM F2306. • Manning's "n"value for use in design shall be 0.012. Joint Performance Pipe shall be joined using a bell &spigot joint meeting the requirements of AASHTO M252, AASHTO M294, or ASTM F2306. The joint shall be watertight according to the requirements of ASTM D3212. Gaskets shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. Ajoint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12-through 60- inch (300 to 1500 mm)diameters shall have an exterior bell wrap installed by the manufacturer. Fittings Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306. Bell and spigot connections shall utilize a welded bell and valley or saddle gasket meeting the watertight joint performance requirements of AASHTO M252, AASHTO M294, or ASTM F2306. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Material for pipe and fitting production shall be high-density polyethylene conforming with the minimum requirements of cell classification 424420C for 4-through 10-inch (100 to 250 mm)diameters, and 435400C for 12-through 60-inch (300 to 1500 mm)diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The 12- through 60- inch (300 to 1500 mm) pipe material shall comply with the notched constant ligament-stress (NCLS)test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306 respectively. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines,with the exception that minimum cover in trafficked areas for 4-through 48-inch (100 to 1200 mm)diameters shall be one foot. (0,3 m)and for 60-inch (1500 mm)diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD)or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at www.adspipe.com for a copy of the latest installation guidelines. Build America, Buy America (BABA) N-12 WT IB pipe(per AASHTO), manufactured in accordance with AASHTO M252, AASHTO M294 or AS I M F2306, complies with the requirements in the Build America, Buy America (BABA)Act. Pipe Dimensi 4 M5) ( 10 12 15 18 24 30 36 42 48 60 (100) (250) (300) (375) (450) (600) (750) (900) (1050) (1200) (1500) 4.8 11.4 14.5 18 22 28 36 42 48 54 67 (122) (290) (368) (457) (559) (711) (914) (1067) (1219) (1372) (1702) 'Pipe O.D.valuerposes on stated for 12 through 60•inch are±1 inch.Contact a sales representative for exact values ADS, Inc., January 2024 HD Fowler Company Submittal Sec. 10: Ln 16:Sec. 10: Ln 17: Sec. 10: Ln 18:Sec. 10: Ln 19 Vendor:72530 ADS, Inc. Drainage Handbook Specifications ♦ 1-33 INJECTION MOLDED FITTING SPECIFICATION Scope This specification describes 4-through 12-inch (100 to 300 mm) Injection Molded Fittings for use in joining gravity-flow drainage and sewer pipe. Available fittings include tees, wyes, bends, couplers, and reducing fittings. Fitting Requirements Injection Molded Fittings shall have a smooth interior and exterior. 4-through 10-inch (100 to 250mm)shall meet the fitting requirements of AASHTO M252. • 12-inch (300mm) shall meet AASHTO M294 or ASTM F2306. Joint Performance The fittings shall provide a joint meeting AASHTO M252, AASHTO M294 or ASTM F2306. For non- gasketed fittings, dimples in the bell shall engage the corrugation to provide a soil-tight connection. For gasketed fittings, the joint shall be watertight according to the requirements of ASTM D3212. Gaskets shall be made of EPDM meeting the requirements of ASTM F477. Gaskets shall be supplied by the pipe manufacturer. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. Material Properties Material for fitting production shall be high density polyethylene conforming with the minimum requirements of cell classification 314420C or 314420E for 4-through 12-inch (100 to 300mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. Build America, Buy America (BABA) Injection Molded Fittings, manufactured in accordance with AASHTO M252, AASHTO M294 or ASTM F2306, complies with the requirements in the Build America, Buy America (BABA)Act. SIZE-ON-SIZE OR REDUCING SIZE-ON-SIZE OR REDUCING TEE BELL-BELL COUPLER 90-DEG BEND SPIGOT-BELL REDUCER SIZE-ON-SIZE OR REDUCING 45-DEG WYE 45-DEG BEND Refer to the Product Catalog for a complete listing of available fittings.Availability may vary for each fitting type based on diameter or joint performance. ADS, Inc., January 2024 HD Fowler Company Submittal Sec. 10: Ln 16:Sec. 10:Ln 17:Sec. 10: Ln 18:Sec. 10:Ln 19 Vendor:72530 ADS, Inc. Drainage Handbook Specifications ♦ 1-34 Injection Molded Fittings Joint System (Joint configuration&availability subject to change without notice.Product detail may differ slightly from actual product appearance.) ENGAGING DIMPLES INJECTION MOLDED C❑RRUGATED FITTING HDPE PIPE SOIL-TIGHT (ST) JOINT CONFIGURATION AS1M 1-471 GASKET INJLC I IL1N MULDED CORRUGATED LITTING , HDPE PIPE �WAILP11GHI (WI) JU1NI CUNIIGURAIIHN ADS, Inc., January 2024 HD Fowler Company Submittal Sec. 10:Ln 23 Vendor:68010 PRODUCT SPECIFICATION ASTM D3O34/I13 PVC GRAVITY SEWER PIPE Gasketed Integral Bell Our ASTM D3034 Gasketed Integral Bell PVC Pipe product line is manufactured to meet the needs of modern municipal waste water systems,storm water drainage systems,and other non-pressure applications.With top quality raw materials and modern processing technology,our ASTM D3034 pipe meets all industry standards in addition to our own rigorous quality control requirements. Our D3034 pipe utilizes Rieber style gaskets throughout the entire product offering to create a leak-free joint. SHORTOR Pipe Standard: ASTM D3034 Diameter Std.: PSM Nominal Sizes: 4,6",8,10",12",15' Dimension Ratios SDR 35-46 psi &Pipe Stiffness: SDR 26-115 psi SDR 23.5-153 psi Pressure Ratings. Not rated for pressure applications Lay Length: 14' r 20' Color: Green Pipe Compound: ASTM D1784 Cell Class 12454 or 12364 Solid Wall Pipe Options: 2 Hole Perforated 3 Hole Perforated Pipe Joint Std.: ASTM D3212 Max.Angular Joint Deflection:' 10 Gasket Standard: ASTM F477 Gasket Material Standard -SBR Offerings: Optional-NBR or EPDM Certifications: IAPMO Uniform Plumbing Code* Installation Std.: ASTM D2321 1IAPM0 Uniform Plumbing Code fisted products must be requested at time of order. 15ee Installation Guide for more information. N www.westlakepipe.com Westlake U2022 Westlake Pipe b Fittings All rights reserved MU-PS-004-US-EN-0522.1 Pipe U Fittings HD Fowler Company Submittal Sec. 10:Ln 23 Vendor:68010 PRODUCT SPECIFICATION ASTM D3034/I13 PVC GRAVITY SEWER PIPE Gasketed Integral Bell OD AWN 1 i DIMENSIONS&PERFORMANCE in.111111 Bell Insertion 7Diameter 1 . 1 . Depth Mark Size 1' 1 i1 ;26 46 0.120 3.975 0 4.215 115 0.162 3.891 5.000 3.750 3.125 153 0.178 3.859 46 0.180 5.915 O 6.275 115 0.241 5.793 7.375 4.625 4.000 23.5 153 0.265 5.745 35 46 0.240 _ 7.920 CaD 8.400 115 0.323 7.754 9.625 5.250 4.125 35 46 0.300 9.900 10' 10.500 26 115 0.404 9.692 12.250 5.875 5.125 12" 12.500 35 46 0.360 1L780 14.375 6.500 5.375 26 115 0.481 1L538 15" 15.300 35 46 0.437 14.426 17.500 7.750 7.375 26 115 0.588 14.125 Notes: 1.These dimensions are for estimating purposes only.All dimensions are in inches unless otherwise specified. 2.SDR=Standard Dimension Ratio 3.ASTM Pressure Rating @ 73'F and includes 2:1 safety factor. 4.Internal diameter calculated using nominal outside diameter and minimum wall thickness. 5.Dimension given for Approx.Bell Diameter(BD)is for highest pressure rating. www.westiakepipe.com Westlake U2022 Westlake Pipe&Fittings All rights reserved MU-PS-004-US-EN-0522.1 Pipe V Fittings HD Fowler Company Submittal Sec. 10: Ln 24 Vendor:82790 April 30,2012 ROMAC INDUSTRIES, �C INC. Romac Style "LCT"TM 1-800-426 9341 u www.romac.com Manhole Adapter Gasket N c Gasket:Virgin SBR per 4, ASTM D 2000 M2AA 60, cc compounded for water and Manhole sewer service. Adapter Q. Use:The gasket is designed Gasket N_ to be used on PVC sewer cc pipe when grouting into a '� L aD concrete manhole wall. a "LCT"Gasket cross section NOMINAL CATALOG NUMBER SIZED FOR SDR APPROXIMATE PIPE SIZE 35 PIPE O.D.s WEIGHT lbs. 4" 4" LCT-Adapter Gasket 4.215 0.30# 6" 6" LCT-Adapter Gasket 6.275 0.45# 8" 8" LCT-Adapter Gasket 8.4 0.55# 10 10" LCT-Adapter Gasket 10.5 0.70# 12" 12" LCT-Adapter Gasket 12.5 0.85# 15" 15" LCT-Adapter Gasket 15.3 1.00# 18" 18" LCT-Adapter Gasket 18.7 1.25# 21" 21" LCT-Adapter Gasket 22.05 1.50# 24" 24" LCT-Adapter Gasket 24.8 1.65# 2711 27" LCT-Adapter Gasket 27.96 1.85# To Order: Specify catalog number. Other sizes available,please specify pipe O.D. Price on application. Example:1 For 6.28 O.D.,order 6" LCT mmmillik MJ x SDR35 Transition Gasket (PVC Sewer) Gasket: Virgin SBR per ASTM D 2000 MBA 710, compounded for water and sewer service. Other compounds cc available on request. ii IN MJ x SDR35 Transition Use:The gasket is designed to be used Gasket aD cn in cast iron mechanical joint fittings for adapting to PVC sewer pipe. (D Pressure Rating: Up to NOMINAL APPROXIMATE cc 10 psi. For higher pressure PIPE SIZE CATALOG NUMBER WEIGHT lbs. ratings, contact Romac I� Engineering. 4 4"MJ x SDR35 Transition Gasket 0.60# g g. 6" 6"MJ x SDR35 Transition Gasket 0.90# 8" 8"MJ x SDR35 Transition Gasket 1.15# 10" 10"MJ x SDR35 Transition Gasket 1.60# 12" 12"MJ x SDR35 Transition Gasket 1.90# 18" 18"MJ x SDR35 Transition Gasket 3.16# 24" 24"MJ x SDR35 Transition Gasket 5.00# To Order: Specify catalog number. 6-10 HD Fowler Company Submittal Sec. 10: Ln 24 Vendor:82790 ROMAC INDUSTRIES, INC. MJ X SDR35 TRANSITION GASKET SUBMITTAL INFORMATION USE: The MJ X SDR 35 gasket is designed to be used in cast iron mechanical joint fittings for adapting to PVC sewer pipe. MATERIAL Gasket Gasket is made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D2000 MBA 710 - 90. Also available in Ethylene Propylene Diene Methylene (EPDM) and Nitrile Butadiene Rubber (NBR) on request. PRESSURE When properly installed on the correct size pipe, the Romac MJ X SDR 35 gasket can work up to 10 psi. For higher pressure ratings, contact Romac Engineering SIZES 4"—24" Romac Document Number 45-8-0044 7 15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone (425) 951 6200 • Toll Free 800 426 9341 • Fax (425) 951 6201 • www.romac.com HD Fowler Company Submittal Sec. 10: Ln 25 Vendor:77720 SPECIFICATIONS/AVAILABLE CONFIGURATIONS & STYLE NUMBERS (2"-20") M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) M&H Valve AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 Size Range Water Working Bubble Tight Hydrostatic Shell Pressure psi Seat Test psi Test psi AWWA 2"—20" 250 Water Works 250&400 500 ULFM 4"— 16" 200 Fire Protection 250&400 500 Style No. Style No. Style No. Available End Connections(No Gear) Size With With With Range 2"Nut Hand wheel Post Plate Mechanical Joint(NRS) (no 2'/2") 2"-16" 7571 7571-HW 7571-P (3"-16") Flanged Ends 2"-16" 7561 7561-HW 7561-P (3"-16") Flanged End X Mechanical Joint(NRS) 3"-16" 7572 7572-1-IW 7572-P (3"-16") Push-on (NRS)(For PVC/SDR) 2"-12" 7597 7597-HW 7597-P (3"-129') Threaded(NRS) 2"-3" 7057 7057-HW 7057-P (3"only) Threaded(NRS)(With T-Head Nut) 2"-3" 7067-07THN(With T-Head Nut) ***Threaded(OS&Y) 2"-3" N/A 7067 N/A Tyton X Tyton(NRS)(For D.I./C900) 4"-12"&16" 7901 7901-HW 7901-P(4"-12"&16") Tyton X Flange(NRS)(For D.I./C900) 4"-12" 7902 7902-HW 7902-P(4"-12") ***Flanged Ends(OS&Y) 2"-16" N/A 7068&7068A* N/A **Tapping Valve(NRS) 4"-16" 7950 7950-1-IW 7950-P (4"-16) M.J.Cutting-in Valve(NRS) 4"-12" 7576 7576-HW 7576-P(4"-12") ****Flanged End(Open Mitre Box) 3"-12" 7211-0 7211-O-HW N/A ****Flanged End(Enclosed Mitre Box) 4"-12" 7211-C 7211-C-HW N/A Style No. Style No. Available End Connections(Bevel Gear) Size With With Range 2"Nut Hand wheel Mechanical Joint(NRS) 14-20" 7571-B 7571-BHW Flanged Ends(NRS) 14"-20" 7561-B 7561-BHW Flanged End X Mechanical Joint(NRS) 14"-20" 7572-B 7572-BHW Tyton X Tyton(NRS)(For D.I./C900) 16" 7901-B 7901-BHW Flanged Ends(OS&Y) 14"-20" 7068-B 7068-BHW **Tapping Valve(NRS) 14"-16" 7950-B 7950-BHW Style No. Style No. Available End Connections(Spur Gear) Size With With Range 2"Nut Hand wheel Mechanical Joint(NRS) 14-20" 7571-S 7571-SHW Flanged Ends(NRS) 14"-20" 7561-S 7561-SHW Flanged End X Mechanical Joint(NRS) 14"-20" 7572-S 7572-SHW Tyton X Tyton(NRS)(For D.I./C900) 16" 7901-S 7901-SHW Flanged Ends(OS&Y) 14"-20" 7068-S 7068-SHW **Tapering Valve(NRS) 14"-16" 7950-S 7950-SHW Note: 2"to 3"sizes full wall ductile iron(per AWWA Dimensions) *7068A is Tapped&Plugged in"A"Position (2"—4" ='/2"tap)(6"—12"=3/a"tap) **Each size accommodates a full size diameter tapping cutter.. ***2"OS&Y Flanged and Threaded versions are UL Listed ****All other end connections available. 18"and larger RS gate valves will be furnished with either bevel or spur gearing. By-pass valve not required on ate valves through 24" Fr U%d t0 1AN51 fit G NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. Sizes 2"-12" September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 10: Ln 25 Vendor:77720 RECOMMEND SPECIFICATIONS (NRS STYLE 7000)(OS&Y STYLE 7068)(2"-20") M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) RECOMMENDED SPECIFICATIONS (2"-20") 1. Valves shall conform to the latest revision of AWWA Standard C515 covering resilient seated gate valves for water supply service. 2. The valves shall have a ductile iron body,bonnet,and O-ring plate. The wedge shall be totally encapsulated with rubber. 3. The sealing rubber shall be permanently bonded to the wedge per ASTM D-429. 4. Valves shall be supplied with O-ring seals at all pressure retaining joints. No flat gaskets shall be allowed. 5. The valves shall be either non-rising stem or rising stem,opening by turning left or right,and provided with 2"square operating nut or a handwheel with the word"Open"and an arrow to indicate the direction to open. 6. Stems shall be cast copper alloy with integral collars in full compliance with AWWA. All stems shall operate with copper alloy stem nuts independent of wedge and of stem(in NRS valves). OS&Y (rising stems) shall be bronze 7. All stems shall have two O-rings located above the thrust collar and one O-ring below. Stem O-rings shall be replaceable with valve fully opened and subjected to full pressure. 8. The stems on 4"-20"shall have a low torque thrust bearing located above and below the stem collar to reduce friction during operation. 9. Waterway shall be smooth,unobstructed and free of all pockets,cavities and depressions in the seat area. Valves 4"and larger shall accept a full size tapping cutter. 10. The body,bonnet and O-ring plate shall be fusion-bonded epoxy coated,both interior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSF 61 Certified. 11. Each valve shall have maker's name,pressure rating,and year in which it was manufactured cast in the body. Country of origin to be clearly cast into body&cover castings. 12. Prior to shipment from the factory,each valve shall be tested by hydrostatic pressure equal to the requirements of AWWA C509(and UL/FM where applicable). 13. Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the M&H Valve Company. NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 10: Ln 25 Vendor:77720 MATERIAL SPECIFICATIONS (1 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) CAST IRON SPECIFICATION ASTM A126 CLASS B Physical Properties Minimum tensile strength 31,000 psi Minimum transverse strength 3,300 lbs. Minimum deflection(12"Centers) .12 in Chemical Analysis(percent) Phosphorus(maximum) .75 Sulfur(maximum) .15 DUCTILE IRON SPECIFICATION ASTM A536 Physical Properties Minimum tensile strength 65,000 psi Minimum yield strength 45,000 psi SBR-STYRENE BUTADINE RUBBER—ASTM D-5000"O-Rings" &"Wedge/Seat Rubber" Hardness 78+5 100%Modulus(PSI) 800 ALTERNATE---EPDM"O-Rings"& "Wedge/Seat Rubber" Hardness 80±2 100%Modulus(PSI) 600 Tensile(PSI) 1,450 Elongation(%) 150 Compression set,ASTM D395 Method B 18%max. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 10: Ln 25 Vendor:77720 MATERIAL SPECIFICATIONS (2 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) STANDARD CAST BRONZE—ASTM B584 CDA836(Stem Nut) Physical Properties Minimum tensile strength 30,000psi Minimum yield strength 14,000psi Minimum elongation(in 2 inches) 20% Chemical Analysis *Copper 84.0—86.0 Lead 4.0—6.0 Tin 4.0—6.0 Nickel(maximum) 1.0 Zinc 4.0—6.0 *—CU+NI=79%Min CAST BRONZE—ASTM B584 CDA867(Stem) Physical Properties Minimum tensile strength 80,000 psi Minimum yield strength 32,000 psi Minimum elongation(in 2 inches) 15% Chemical Analysis Copper 55.0—60.0 Lead(maximum) .50—1.5 Aluminum 1.0—3.0 Iron 1.0—3.0 Nickel(maximum) 1.0 Zinc 30.0—38.0 Manganese 1.0—3.5 Tin(maximum) .2 ALTENATE CAST BRONZE—NDZ-S ASTM B763 UNS C99500(Stem) Physical Properties Minimum tensile strength 70,000 psi Minimum yield strength 40,000 psi Minimum elongation(in 2 inches) 12% Chemical Analysis Copper 82.8 Lead(maximum) .25 Aluminum(maximum) 2.0 Iron(maximum) 5.5 Nickel(maximum) 5.5 Zinc(maximum) 2.0 Silicon(maximum) 2.0 September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 10: Ln 25 Vendor:77720 ITEM DESCRIPTION MATERIAL ASTM SPEC. R1 HOLD DOWN HEX BOLT 304 STAINLESS STEEL --------- R2 HOLD DOWN BOLT WASHER 304 STAINLESS STEEL --------- R3 OPERATING NUT OR HAND WHEEL CAST IRON ASTM A126 CLASS B R4 BOLTS NUTS STUFFING BOX 304 STAINLESS STEEL --------- R5 I STUFFING BOX/SEAL PLATE DUCTILE IRON ASTM A536 70-50-05 R6 0-RING STEM QTY=3 NBR --------- R7 0-RING STUFFING BOX NBR --------- R8 THRUST WASHER DELRIN --------- R9 STEM AWWA GRADE C BRONZE ASTM B584 CDA 867 R10 HEX HEAD BOLTS & NUTS 304 STAINLESS STEEL --------- R11 I COVER BONNET DUCTILE IRON ASTM A536 70-50-05 R12 STEM NUT AWWA GRADE A BRONZE EPDM ASTM A584 CDA 844 R13 WEDGE DISC GATE CAST IRON & SiK COATED ASTM A126 CLASS B R14 0-RING COVER NBR --------- R15 BODY - ALL TYPES DUCTILE IRON ASIM A /0-50-05 R16 POST PLATE CAST IRON IASTM A126 CLASS B R17 PIPE PLUG (OPTIONAL) GALVANIZED --------- R1 R2 R3 R4 SI R6 R9 R7 R16 R11 R8 R14 FFT R12 R10 R13 R15 R17 G) G) (D 0 DWN: TRIJ 4" TH R U 12" M&H VALVE COMPANY DATE: 7/1/05 RESILIENT SEAT GATE VALVE ANNISTON,ALABAMA DWG. NO. C515—NRS—STYLE 7000 A DIVISION OF MCWANE INC. 7000 VALVE ASSEMBLY / MATERIAL LIST THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED,COPIED, OR REPRODUCED WITHOUT WRITTEN CONSENT.DESIGN AND INVENTION RIGHTS RESERVED. HD Fowler Company Submittal See. 10: Ln 25 Vendor:77720 COMPLIES WITH 7571 WITH 2" SQUARE NUT �L FM NSF APPLICABLE REQUIREMENTS OF 7571—HW WITH HANDWHEEL AWWA C515 7571—P WITH POST PLATE (3"-12") APPROVED OPTIONAL 2" SQUARE NUT G HANDWHEEL I I I OPTIONAL POST PLATE (3"-12") ----- j - - - 12" Diameter I I E i i I i ELLIPTICAL I ! I BOLT HOLES I I j I j I j I j —i------- — D —�— i i i i C F MJ END IN ACCORDANCE B NUMBER & SIZE OF BOLTS TO ANSI A21.11 A ELLIPTICAL BOLT HOLE DESIGN ALLEVIATES THE NEED FOR ANTI-ROTATIONAL BOLTS VALVE SIZE A B C D E F G H WEIGHT 2" NUT **2 8 1/4 4 1/8 2 1/2 4 1/2 10 7/8 4-5/8 7 1/4 2 25 **2 1/2 — **3 8 1/2 4 3/4 2 1/2 7 3/4 12 3/8 4-5/8 10 3 40 4 1 9 1/2 4 3/4 2 1/2 9 1/8 14 3/4 4-3/4 10 4 1/4 66 6 10 1/2 5 1/4 2 1/2 11 1/8 19 6-3/4 12 6 1/4 107 8 13 1/8 6 9/16 2 1/2 13 3/4 22 1/2 6-3/4 14 8 1/4 159 10 15 1/2 7 3/4 2 1/2 15 3/4 26 1/2 8-3/4 18 10 1/4 281 12 16 8 2 5/8 18 30 8-3/4 18 12 1/4 353 HANDWHEEL--ADD 1# (2" — 2 1/2"), 6.5# (3"-4"), 7#(6"), 10#(8"), 16#(10" & 12") INDICATOR POST PLATE ADD 16# (3"-12") ONLY PALLET QUANTITIES 2" NUT: 46(2 1/2"), 36(3"), 30(4"), 24(6"), 10(8)", 6(10"), 6(12") PALLET QUANTITIES HANDWHEEL: 36(2" & 2 1/2"), 30(3"), 40(4"), 18(6"), 8(8"), 6(10"), 4(12") TURNS TO OPEN: 7 3/4(2"), 8(2 1/2"), 10(3"), 13 1/2(4"), 19 1/2(6"), 25 1/2(8"), 31 1/2(10"), 37 3/4(12") **2" to 3" SIZES FULL WALL DUCTILE (PER AWWA C509 DIMENSIONS) DWN: TRIJ 2" THRU 12" M&H VALVE COMPANY DATE: 9/1/12 RESILIENT SEAT GATE VALVE ANNISTON, ALABAMA DWG. No. C515—STYLE 7571 A DIVISION OF MCWANE INC. 7571 MJ X MJ THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED,COPIED, OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. HD Fowler Company Submittal Sec. 10:Ln 26 Vendor:79700 s/g•OIA. F-5 5 1/8"DIA. 17" 24" `(ALSO AVAILABLE IN 30"AND 36') 5 3/ 50- R. �7 1/2"DIA. 8'DIA 8 3/4'DIA NOTES: OLYMPIC FOUNDRY INC. 24",30"36"VALVE BOX BASE LCastM A48,CL30 RATING:H-20 PART NO.940 REV:A DATE:7/16/2003 New border REV TOLERANCE A VED DWN:CL DATE:7/16/2003 REV: DATE: CHKD:CL DATE:7/16/2003 XXX+-.06XXXX+_.030 DWG#:940 24 BOTTOM SCALE:N/A SHEET:1 OF 1 -w 2 DEG HD Fowler Company Submittal Sec. 10: Ln 27 Vendor:79700 I FFB 7/8.DIA. 3/4 v1_ M—T MATING SURFACES r TO BE MACHINED n 0 T 7av wcw 1/1'qA. 651e qA 1/8'NA� J]/lfi•01/� MOTES: OLYMPIC FOUNDRY INC. 18"VALVE BOX TOP ATL:Cast Iron ASTM A48,CL30 41$� RATING: H-20 PART NO.940 PPROX WT:33 Lbs REV:A DATE:7/16/2003 New border REV RANCE OCUMENT APPROVED DWN:CL DATE:7/16/2003 TOLE REV: DATE: A xx Y: DATE: xxx'.� CHKD:CL DATE:7/16/2003 xxxx+_.03o DWG#:940 18 TOP SCALE:N/A SHEET:1 OF 1 -2 DEG HD Fowler Company Submittal Sec. 10:Ln 28 Vendor:79700 5 3/4" DIA. �7/16" 5 DEGREE DRAFT Marked ■ Water ; a Irrigation WATE 5/$. TOP VIEW ��. 2. t" 15/16" BOTTOM VIEW OTES: OLYMPIC FOUNDRY INC. DEEP SKIRT VALVE BOX COVER I Cast Iron ASTM A48,CL30 RATING: H-20 PART NO.940 IDS PPROX WT:12 Lbs REV:A DATE:7/16/2003 New border REV TOLERANCE OCUMENT APPROVED DWN:CL DATE:7/16/2003 REV: DATE: A XX+_.1 Y: DATE: xxx'.as CHKD:CL DATE:7/16/2003 xxxx+_.oso DWG#:940 DEEP SKIRT LID SCALE:N/A SHEET:1 OF 1 1-21DEG HD Fowler Company Submittal - hicb1 83650 ALTERNATE FOR NYLOPLAST BASINS ,1 f, F sh e Catch Basins PProclucts Type1 Concrete Reinforcing ■ ASTM/WSDOT requirements ■ All components ■ #3 grade 60 reinforcing °400 Riser Weights g ■ 2-inch/100 Ibs ■ 4-inch/200 Ibs ■ 6-inch/300 Ibs ■ 12-inch/600 Ibs ■ 24-inch/1200 Ibs " 0' Precast Base 34 24" 20" ■ Base unit has four-way knockouts provided for pipe entry ■ 2150lbs Conformity Standards - .Y, ■ Washington State APWA/WSDOT Standard Specifications ■ WSDOT B-5.20.-03 y 34' 30' 24" 20' 0 12"or 24" 0 Type I Profile View Y'-- 2" y 3" " (.7 p 34 30" 26' � 3" 20" 0 20" t r 44.. 21" 21IL i" i i 4" t," Note:drawings not to scale Shope Concrete,LLC (253)948-1551 1618 East Main Avenue Fax Line 1(253)845-0292 1-800-422.7560[TOLL FREE] Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 www.shopeconcrete.com 77 A B C D E F G DISCLAIMER-PLEASE READ 1) All dimensions approximate, subject 1 to change without notice. --angle tolerance is +/- 2 degrees --all other dimension +/- V 2) Other sizes and dimensions available. Contact factory for more information, 2 �18' SCH4O DWV BAFFLE I 16 3 I — — — — — I 12 I I I I I I I I I I 12" SCH4O DWV 4 35.52 I I 41.52 I I I I �18 I I I 5 - - - - - - - I EM❑VABLE 4" GASKET CAP ILI s 8" SCH4O DWV 6 TYP. _U 7 REV DWG DATE: DRAFTER: -6-24 DE DRAWING NUMBER: Harco Fittings TLC : CUSTOM $ MATERIAL: TITLE: PVC SCH40 DWV 12"X 8"SCH40 DWV FLOW CONTROL WITH 18"BAFFLE HD Fowler Company Submittal Sec. 30: Ln 49:Sec.30: Ln 55: Sec. 30: Ln 61 Vendor:79690 GRIPPER° Cherne's Gripper plugs can be used in a Original Gripper°Plug Features: Equipped with: variety of applications including DWV(drain, Ideal for sewer testing and long-term Easy-to-install extra large zinc wing nut waste and vent)testing and stack testing. applications -won't rust End-of-Pipe design won't fall in,whereas the Made with glass-reinforced ABS plastic Natural rubber 0-ring Inside-of-Pipe design allows you to locate the plug inside the pipe as far as you need.Time End-of-pipe design seals only at the Galvanized carriage bolt to prevent tested,the Gripper` remains one of the most end of a pipe corrosion popular mechanical plugs on the market. Inside-of-pipe design seals inside pipe as far as needed 1 1GRIPPER PART NUMBER NOMINAL SIZE USAGE RANGE MAXIMUM BACK LENGTH PRODUCT PRESSURE WEIGHT 270210 1 112" 1.48"-1.65" 17 psi 40 ft. 1.75" 0.13 Ibs ~+ (40 mm) (39-42 mm) (1,2 bar) (12 M) (44.5 mm) (0.05 kg) 270229 2" 1.9"-2.17" 17 psi 40 ft 1.87" 0.191bs s. � (50 mm) (49-55 mm) (1,2 bar) (12 M) (47.5 mm) (0.09 kg) 270237 3" 2.8"-3.1" 17 psi 40 ft. 2.5" 0.375 Ibs (75 mm) (71-79 mm) (1,2 bar) (12 M) (63.5 mm) (0.16 kg) 270245 4 3.8"-4.06" 17 psi 40 ft. 2.5" 0.5 Ibs (100 MM) (96-103 mm) (1,2 bar) (12 M) (63.5 mm) (0.23 kg) 270261 6" 5 77"-6.08" 17 psi 40 ft. 3.75" 2.5 Ibs (150 mm) (147-154 mm) (1,2 bar) (12 M) (95.3 mm) (1.14 kg) 270270 8' 7.7"-8.03" 17 psi 40 ft. 3.75" 3 Ibs (200 mm) (196-204 mm) (1,2 bar) (12 M) (95.3 mm) (1.37 kg) INSIDE-OF-PIPEGRIPPER PART NUMBER NOMINAL SIZE USAGE RANGE MAXIMUM RACK PRESSURE LENGTH PRODUCT WEIGHT 270296 4"(100 mm) 3.8"-4.06"(96-103 mrn� 17 psi(1.2 bar) 40 ft.(12 M) 2.5"(63.5 mm) .5 Ibs(0.23 kg) 270253 6"(150 mm) 5.77"-6.08"(147-154 mm) 17 psi(1.2 bar) 40 ft.(12 M) 3.75"(95.3 mm) 2.5 Ibs(1.14 kg) 270288 8"(200 mm) 7.7'-8.03"(196-204 mm) 17 psi(1.2 bar) 40 ft.02 M) 3.75"(95.3 mm) 31bs(1.37 kg) End-of-Pipe Grippers plug Inside-of-Pipe Gripper"plug 28 Oatey.com/Cherne HD Fowler Company Submittal Sec.30: Ln 50:Sec.30:Ln 56:Sec.30: Ln 62 Vendor:79700 SIDE PRY 0 1" LETTERS "DRAIN" ALSO VAILABLE DIAMOND TOP NON—SKID PATTERN SEWER 141" DRILLED & TAPPED WITH 5/8"-11 NC S.S. TYPE 304 ALLEN HEAD BOLTS (2 PLCS) 15 " 1j"J 163" 4 — 1/2" RIBS _1 L__T IN 4" 14" 16" 19" OTES: ity of Bellevue STD clean-out OLYMPIC FOUNDRY INC. 14"X 4" REVERSIBLE LOCKING RING&COVER ATL:Ductile Iron ASTM A536,CL60-55-06 RATING: H-20 PART NO. M1060 PPROX WT:Ring 30 Lbs,Cover 34 Lbs REV:A DATE:7/16/2003 New border REV TOLERANCE OCUMENT APPROVED DWN:CL DATE:7/16/2003 REV: DATE: A xx+-.. Y: DATE: XXX+_ps CHKD:CL DATE:7l16/2003 XXXX+-MO DWG#:M1060 SCALE:N/A SHEET:1 OF 1 -2 DEG HD Fowler Company Submittal Sec.30: Ln 64:Sec.30:Ln 65:Sec.30: Ln 66 Vendor:70690 Fernco Flexible Couplings The industry standard for sewer, drain, waste & vent piping. Specially formulated PVC compound positively Because of their quality and ease of seals any sewer and drain connection. installation,Fernco Flexible Couplings have found wide acceptance among sewer and plumbing contractors and municipalities. Fernco couplings are used for all types of in-house and sewer applications:drain 1glunllpW►w' �' waste,repairs,vent piping,house-to-main, cut-ins, conductor and roof drains and increasers-reducers. n Made of tough elastomeric polyvinyl chloride (PVC), they are strong,resilient and unaffected by soil conditions. They are also resistant to chemicals, ultraviolet rays, fungus growth, and normal sewer gases due to the inert ,1 nature and physical properties i of the material.And they are leakproof, rootproof and seal against infiltration and lCC exfiltration. CIP The dimensional flexibility of Fernco cou- plings ensures leakproof seals on virtually Tested designs backed by over any pipe material:plastic,cast iron,asbes- tos cement, clay, concrete, steel, copper four decades of proven performance. and ductile iron. All couplings are clearly marked with part number, size, and pipe • Positive seal against infiltration and exfiltration materials that the coupling will connect. • Leakproof,rootproof and are resistant to chemicals,ultraviolet rays, Fernco makes fast delivery of stock items fungus growth,and normal sewer gases with no minimum order required. For special applications, our custom design • Conforms to ASTM D 5926,C 1 173 and CSA B602 service can supply couplings to individual • Connects pipes of same or different sizes and materials quickly and easily customer requirements. • Stainless steel clamps are corrosion-resistant and rustproof All Ferncoclamps,including the band screw Maximum test pressure:4.3 PSI(29.6 KPA) and housing, are made from Series 300 Maximum operating temperature:1400 F nonconsistent Stainless Steel. Series 316 Stainless Steel Clamps are available upon request. For further information on code approvals,please contact the Fernco Customer Service Department. i United States Canada PH:810-503-9000 PH:519-332-671 1 74 FX:810-503-1015 www.fernco.com FX:519-332-8610 HD Fowler Company Submittal Sec. 30: Ln 64:Sec.30: Ln 65: Sec. 30: Ln 66 Vendor:70690 Corrugated Pipe Couplings 1070 Series- ADS and Hancor Corrugated Polyethylene to Plastic Pipe A B C Part No. in. mm in. mm in. mm t *1070-32 3.57 91 2.38 60 3.96 101 1070-33 3.57 91 3.44 87 3.96 101 *1070-42 4.76 121 2.38 60 3.94 100 *1070-43 4.76 121 3.38 86 3.94 100 1070-44 4.76 121 4.29 109 3.94 100 *1070-63 6.83 173 3.38 86 5.91 150 *1070-64 6.83 173 4.38 111 5.91 150 *1070-65 6.83 173 5.50 140 5.91 150 1070-66 6.83 174 6.50 165 5.91 150 *1070-84 9.76 248 4.38 111 5.70 145 *1070-86 9.76 248 6.38 162 5.70 145 1070-88 9.76 248 8.42 214 5.70 145 *Designated part numbers come with an insert bushing. Ultra-RibT" Sewer Pipe Couplings 0 1072 Series- 1073 Series- ETI x Asbestos Cement or Ductile Iron ETI x SDR-35 Plastic A B C A B C Part No. in. mm in. mm in. mm Part No. in. mm in. mm in. mm 1072-1212 14.00 356 14.00 356 9.89 251 *1073-1212 14.00 356 12.25 311 9.89 251 1072-1515 16.80 427 16.80 427 9.89 251 *1073-1515 16.80 427 15.30 389 9.89 251 United States Canada PH:810-503-9000 PH:519-332-671 1 78 FX:810-503-1015 www.fernco.com FX:519-332-8610 HD Fowler Company Submittal Sec.30: Ln 70:Sec.30:Ln 71:Sec.30: Ln 72:Sec.30:Ln 73:Sec.30: Ln 74:Sec.30:Ln 75:Sec.30: Ln 76 Vendor:71800 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034,F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4"(100mm)through 12"(300mm)diameter. Fabricated fittings are produced in sizes 4"(100mm)through 36"(973mm)diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034,F 1336 or F 679 for workmanship,extrusion quality, stiffness,impact resistance,dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454,13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb(9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4"—5" 150 Ft-Lbs 6"—8" 210 Ft-Lbs 10"—36" 220 Ft-Lbs (100mm—125mm 203 J) (150mm—200mm 284 J) (250mm—973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb(9.07kg). Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6"—8" 75 Ft-Lbs 10"—12" 90 Ft-Lbs (100mm 68 J) (150mm—200mm 102 J) (250mm—300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40%of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure:10 minutes @ 10.8 psi(74.5 kPa)+10 minutes deflected @ 10.8 psi(74.5 kPa). Vacuum: 10 minutes @ 22 in.Hg(74 kPa)+10 minutes deflected @ 22 in.Hg(74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee,wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi(620S kPa)@ 72 hours. Heat Fusion Welded Joints(Butt Fusion Welds) Elastomeric Seals(Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches(516 square cm)surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm)surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 HD Fowler Company Submittal Sec.30: Ln 70:Sec.30:Ln 71:Sec.30: Ln 72:Sec.30:Ln 73:Sec.30: Ln 74:Sec.30:Ln 75:Sec.30: Ln 76 Vendor:71800 �NLPFU LU SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034,F1336 or F 679. The PVC material shall have a minimum cell classification of 12454,13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes,storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi.(74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4"(100mm)through 12"(300mm)diameter. Fabricated Fittings are produced in sizes 4"(100mm)through 36"(973mm)diameter.A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols,alkalies,salt solutions,acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking.GPK fittings shall be marked with applicable size,"PVC",company name or logo,PSM and the ASTM specification number(D 3034,F 1336 or F679). The fittings and/or packaging shall include the manufacturer's date and shlft code. 6.0 Testing. A test after installation of either low pressure air(Uni-B-6)or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7%%of base ID as shown in table X1.1 of D 3034,and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling.with proper material is important to achieve desired density in haunching area which enables pipe,fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly,compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12"(305mm)over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally,service lines from the property line to the collection sewer should be a minimum depth of 3 feet(1 meter)at the property line and should be laid in straight alignment and uniform slope of not less than%"per foot(20.8mm/meter)for 4"(100mm)nominal pipe and 1/8"(10.4mm/meter) per foot for 6"(150mm)pipe. Where collection sewers are deeper than 7 feet(2 meters)a vertical standpipe or stack is permitted but not recommended,consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a"French Drain". Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings,reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4"(100mm)layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations,installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 HD Fowler Company Submittal Sec.40: Ln 77 Vendor:68010 Plumbing PRODUCT SPECIFICATION ASTM D3034 PVC GRAVITY SEWER PIPE Solvent Weld Our ASTM D3034 Solvent Weld PVC Pipe product line is manufactured to meet the needs of residential waste water control;residential,commercial, industrial,and agricultural rain and storm runoff systems;and other non-pressure applications.With top quality raw materials and modern processing technology,our ASTM D3034 pipe meets all industry standards in addition to our own rigorous quality control standards. Westlake Pipe&Fittings produces ASTM D3034 Solvent Weld PVC pipe in both solid wall and various perforated styles. SHORT FORM Pipe Standard: ASTM D3034 Diameter Std.: PSM Nominal Sizes: 4,6,8",10,12',15' SDR 35-46 psi Dimension Ratios b Pipe Stiffness: SDR 26-115 psi SDR 23.5-153 psi Length:* LLOjr 20' Color: Green,White Pipe Compound: ASTM D1784 Cell Class 12454 or 12364 Solid Wall Plain End(M x M) Pipe Options: Solid Wall Bell End(M x F) Hole Perforated Beltn x Certifications: IAPMO Uniform Plumbing Code** Installation Std.: ASTM D2321&ASTM D2855 *Consult our Customer Service or Sales Department for availability of lay length and options for a given nominal size and dimension ratio. **IAPMO Uniform Plumbing Code listed products must be requested attime of order. UPC www.westlakepipe.com Westlake 02022 Westlake Pipe Er Fittings All rights reserved PL-PS-003-US-EN-0522.1 Pipe Q Fittings HD Fowler Company Submittal Sec.40: Ln 77 Vendor:68010 Plumbing PRODUCT SPECIFICATION ASTM D3034 PVC GRAVITY SEWER PIPE I Solvent Weld T Notes: 1.These dimensions are for estimating purposes only.All dimensions are in inches unless otherwise specified. 2.SDR=Standard Dimension Ratio OD 3.Pipe Stiffness determined using ASTM D2412 at 5%deflection.This is a property that defines the pipe's ability to resist external loading. 4.Internal diameter calculated using nominal outside diameter and minimum wall thickness. D3034 PIPE DIMENSIONS&PERFORMANCE • 1iameter Size 1 •1 1' • 1 Depth 35 46 0.120 3.975 O4.215 26 115 0.162 3.891 3.750 23.5 153 0.178 3.859 35 46 0.180 5.915 6" 6.275 26 115 0,241 5.793 5,000 23.5 153 0.265 5.745 35 46 0.240 7.920 8" 8.400 5.250 26 115 0.323 7.754 10" 10.500 35 46 0.300 9.900 5.875 26 115 0.404 9.692 12" 12.500 35 46 0.360 11.780 6.500 26 115 0.481 11.538 15" 15.300 35 46 0.437 14.426 7.750 26 115 0.588 14.124 D3034 PIPE PERFORATION Forforation CIrcurnferentiat Hible Long1tuglinar . Hole Inlet Area SpacingSize Rows Spacing Diameter pipe) 4' 2 120° 5.000 0.500 1 0.942 6" 1 2 1200 1 5.000 0.500 0.942 8' 1 2 1200 1 5.000 0.500 0.942 2 Hole Pattern PP Nt LINE 3 Hole Pattern PRINT LINE t f \ so° j www.westiakepipe.com 2V 120' Westlake ®2022 Westlake Pipe Ft Fittings All rights reserved PL-PS-003-US-EN-0522.1 Pipe Q Fittings HD Fowler Company Submittal Sec.40: Ln 80 Vendor:72565 �M o 815 Buxton Street I Winston Salem,NC 127101 eHANES7'GEO COMPONENTS PH:888.239.4539 1 FAX:336.747.1652 A voww.HanesGeo.com TerraTex® N04.5 TerraTex®N04.5 is a nonwoven geotextile made up of polypropylene fibers.These fibers are needled to form a stable and durable network such that the fibers retain their relative position. It is non-biodegradable and resistant to most soil chemicals,acids,and alkali with a pH range of 3 to 12.TerraTex®N04.5 is manufactured to meet or exceed the following minimum average roll values: Unless noted otherwise,all values are minimum average roll values(MARV). PROPERTY TEST METHOD ENGLISH METRIC Weight(Typical)1 ASTM D5261 4.2 oz/yd2 142 g/m2 Grab Tensile ASTM D4632 120 Ibs 0.533 kN Grab Elongation ASTM D4632 50% 50% Trapezoid Tear ASTM D4533 50 Ibs 0.222 kN CBR Puncture ASTM D6241 340 Ibs 1.51 kN Permittivity 1 ASTM D4491 1.70 sec"I 1.70 sec I Water Flow Rate 1 ASTM D4491 135 gpm/ft2 5,500 Lpm/m2 AOS 1,2 ASTM D4751 70 US Std.Sieve 0.212 mm UV Resistance ASTM D4355 70%@ 500 hrs 70%@ 500 hrs 1 At the time of manufacturing.Handling,storage,and shipping may change these properties. 2 value represents maximum average roll value. DISCLAIMER:Descriptions regarding the products described herein are based solely upon information provided by the manufacturer and are provided for informational purposes only.NOTHING CONTAINED HEREIN SHOULD BE CONSTRUED AS CREATING AN EXPRESSED OR IMPLIED WARRANTY,INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS,EACH OF WHICH IS HEREBY DISCLAIMED.THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF.The final determination as to the suitability of any product of Hanes Goo Components in any particular application rests solely with the user.Hanes Goo Components reserves the right to alter or modify its products and descriptions at any time without notice. 11120/2018 HD Fowler Company Submittal Sec.50:Ln 95 Vendor:79700 RECESSED LIFT POCKET - - 5/8" — 11 N.C. SOCKET HD SCREW S.S. 1 1/4" LONG E_ o-, 1 / 1/2" x 2" RAISED PADS 14" 12 1/2" 1/4" 1 1/4" S 11 12 1/4" 14" NOTES: OLYMPIC FOUNDRY INC. 11"X 8"LOCKING CLEAN-OUT RING&COVER MATL:Cast Iron ASTM,A48,CL30 RATING: H-20 PART NO. 025411111111111111111111111111111111111 APPROX WT:Ring 70 Lbs,Cover 40 Lbs REV:A DATE:7/1 612 0 0 3 New border REV DOCUMENT APPROVED DWN:CL DATE:7/16/2003 TOLERANCE REV: DATE: A xx+-n BY: DATE: xxx+..0s CHKD:CL DATE:7/16/2003 xxxx+-.wo DWG#:M1025 SCALE:N/A SHEET:1 OF 1 .2 DEG HD Fowler Company Submittal Sec.50:Ln 83 Vendor:78215 Gasketed Sewer Pipe northern pipe products ►PVC GRAVITY SEWER PIPE I Gasketed Pipe Specifications Northern Pipe Products PVC Gasketed Sewer Pipe 4" through 15" meets all dimensional and physical specifications of ASTM D-3034. 18" through 24" sewer pipe meets all dimensional and physical specifications of ASTM F-679. 4" through 24" SDR-35 sewer pipe products are available with the CSA (Canadian Standards Association) mark of acceptance. All Gasketed Sewer Pipe is manufactured to laying lengths. ►ASTM D-3034 I Gasketed Sewer Pipe NOMINAL PIPE OUTSIDE PIPE SIZE DIAMETER MINIMUM POUNDS PER FOOT MINIMUM POUNDS PER FOOT (IN.) (IN.) WALL WALL LENGTH LENGTH LENGTH LENGTH 4" 4.215" .120" 1.041bs. 1.031bs. .162" 1.381bs. 1.361bs. 6" 6.275" .180" 2.321bs. 2.301bs. .241" 3.081bs. 3.061bs. 8" 8.400" .240" 4.181bs. 4.131bs. .323" 5.571bs. 5.501bs. 10" 10.500" .300" 6.551bs. 6.461bs. .404" 8.741bs. 8.641bs. 12" 12.500" .360" 9.361bs. 9.221bs. .481" 12.411bs. 12.281bs. 15" 15.300" .437" 13.971bs. 13.751bs. .588" 18.651bs. 18.401bs. Note:4"and 6"diameter SDR-28 with the Canadian Standards Association mark of acceptance is available on special order. ►ASTM F-679 I Gasketed Sewer Pipe NOMINAL PIPE OUTSIDE PIPE SIZE DIAMETER MINIMUM POUNDS PER FOOT MINIMUM POUNDS PER FOOT (IN.) (IN.) WALL WALL LENGTH LENGTH LENGTH LENGTH 18" 18.701" .536" 21.031bs. 20.701bs. .720" 27.901bs. 27.511bs. 21" 22.047" .632" 29.621bs. N/A .849" 39.401bs. N/A 24" 24.803" .711" 37.401bs. N/A .954" 49.801bs. N/A May-2015 11302 39th St NW,Fargo,ND 58102 1 701-282-7655 1 800-747-7655 1 Fax:701-282-2887 www.northernpipe.com HD Fowler Company Submittal Sec.50:Ln 83 Vendor:78215 northernGasketed Sewer Pipe ►PVC GRAVITY SEWER PIPE I Gasketed Joint Specifications Northern Pipe Products PVC Gasketed Sewer Pipe is manufactured with gasketed joints conforming to ASTM D-3212. The rubber gaskets are manufactured to conform to the requirements of ASTM F-477 (Standard Specification for Elastomeric Seals for Joining Plastic Pipe). Northern Pipe Products employs the Rieber Gasket System. The Rieberjoining system is a factory made "locked-in" flexible elastomeric seal. The gasket is installed in the bell race during manufacture of the joint. It should not be removed for any reason, destruction of the joint occurs. ►LOCKED-IN GASKET JOINT B Io coI D A. Gasket Groove (Race) Outside Diameter E B. Lip Length a C. Gasket Groove (Race) Length i i D. Overall Joint i E. Spigot Insertion Depth DIMENSIONS(IN.) NOMINAL (IN.) GASKET GROOVE (RACE)OUTSIDE LIP LENGTH (RACE)LENGTH OVERALL JOINT DEPTH DIAMETER 4" 5.300" 1.000" .750" 4.000" 3.000" 6" 7.500" 1.250" .875" 4.250" 3.250" 8" 10.0001, 1.500" .875" 5.625" 4.625" 10" 12.350" 1.500" 1.000" 6.250" 5.250" 12" 14.500" 1.500" 1.125" 6.375" 6.375" 15" 17.500" 1.750" 1.400" 7.000" 6.000" 18" 21.125" 2.000" 1.500" 7.500" 6.500" 21" 24.750" 3.000" 1.725" 10.0001, 9.000" 24" 27.750" 3.000" 1.900" 10.0001, 9.000" May-2015 11302 39th St NW,Fargo,ND 58102 1 701-282-7655 1 800-747-7655 1 Fax:701-282-2887 www.northernpipe.com HD Fowler Company Submittal Sec.50: Ln 83 Vendor:78215 northern pipe products PVC GRAVITY SEWER GASKETED PIPE PERFORATION SPECIFICATIONS ASTM D-3034 SDR 35 PVC DRAINAGE GASKETED SEWER PIPE TYPICAL 2-ROW PATTERN Hole Spacing Feet Rows of Hole Per Row Per Size O.D. Wall Length perforations Size Inches Pallet 4 4.215 .120 14' 2 1/2 6 882 6 6.275 .180 14' 2 1/2 6 560 8 8.400 .240 14' 2 1/2 5 336 10 10.500 .300 14' 2 1/2 6 210 12 12.500 .360 14' 2 1/2 6 112 ASTM D-3034 SDR 35 PVC HIGHWAY UNDERDRAIN GASKETED PIPE TYPICAL 4-ROW PATTERN (ASTM F-758 SPECIFICATION) Hole Spacing Feet Rows of Hole Per Row Per Size O.D. Wall Length perforations Size Inches Pallet 4 4.215 .120 14' 4 1/4 3 882 6 6.275 .180 14' 4 1/4 3 560 8 8.400 .240 14' 4 1/4 3 336 10 10.500 .300 14' 4 1/4 3 210 12 12.500 .360 14' 4 1/4 3 112 Typical 2-Row Pattern Typical 4-Row Pattern Conforms to ASTM F-758 X20 15 90t5' 160 5' AN OTTERTAIL COMPAw� 1302 39th Street NW I Fargo,ND 1 58102-2808 1 701.282.7655 1 Northern Pipe.com HD Fowler Company Submittal Sec.50: Ln 86 Vendor:74020 PRODUCT BULLETIN [ WELUx0o 721 IPS CORPORATION LOW VOC PVC SOLVENT CEMENT GENERAL DESCRIPTION: WELD-ON"721'is a blue,low VOC emission,medium bodied,fast setting,high strength PVC solvent cement for use on rigid PVC pipe and fittings. APPLICATION: WELD-ON 721 is suitable for use on rigid PVC with interference fit Sch.40 thru 6 inch(160 mm)and Sch.80 thru 4 inch(110 mm). Suitable for use as a one step cement without primer on PVC Sch.40 and SDR pressure water piping systems through 4 inch(110 mm) in irrigation (golf course, turf and agriculture), pool & spa and non-pressure applications, unless primer is required by local code. If primer is used. care must be taken to allow the joints to properly cure before backfilling. Do not use 721 without primer in any other application, schedule,or size such as Sch.80 industrial applications. Detailed directions on making solvent cemented joints are printed on the container label. An installation DVD/CD covering solvent cementing is available. It not only describes the basic principles of solvent cementing, but also covers the handling, storage and use of our products. It is highly recommended that the installer review the instructions supplied by the pipe and fitting manufacturer. NOTE: WELD-ON solvent cements must never be used in a PVC system using or being tested by compressed air or gases;including air-over-water booster. AVAILABILITY: This product is available in t/< pint (118 ml), 1/z pint (237 ml), pint (473 ml), quart (946 ml) and gallon (3.785 1) metal cans. For detailed information on containers and applicators,see our current Price List, STANDARDS AND CERTIFICATION LISTINGS: • Meets ASTM D 2564 Standard NSF Unc • Meets SCAQMD Rule 1168/316A Compliant with LEED•a (Leadership in Energy and Environmental Design). When using this Weld-On low awilwv,sw VOC product, credit can be claimed for LEED Green Building Rating System - Indoor Environmental Quality. • Listed by NSF International for compliance with ASTM D 2564,NSF/ANSI Standard 14,and NSF/ANSI Standard 61 for use on potable water,drain,waste,vent and sewer applications. • Listed by IAPMO for compliance with ASTM D 2564 and applicable sections of the latest edition of the Uniform Plumbing Code, SPECIFICATIONS: COLOR: Blue RESIN: PVC SPECIFIC GRAVITY: 0.955±0.04 BROOKFIELD VISCOSITY: Minimum 500 cP @ 73°±2'F(23'±VC) SHELF LIFE: 3 years in tightly sealed containers. The date code of manufacture is stamped on the bottom of the container. Stability of the product is limited by the evaporation of the solvent when the container is opened. Evaporation of solvent will cause the cement to thicken and reduce its effectiveness.Adding of thinners to change viscosity is not recommended and may significantly change the properties of the cement. QUALITY ASSURANCE: WELD-ON 721 is carefully evaluated to assure that consistent high quality is maintained. Fourier transform infrared spectroscopy, gas chromatography, and additional in depth testing ensures each batch is manufactured to exacting standards. A batch identification code is stamped on each can and assures traceability of all materials and processes used in manufacturing this solvent cement. SHIPPING: For One Liter and Above For Less than One Liter Proper Shipping Name:Adhesive Proper Shipping Name: Consumer Commodity Hazard Class: 3 Hazard Class:ORM-D Identification Number: UN 1133 Packing Group: 11 Label Required Flammable Liquid SAFETY AND ENVIRONMENTAL PRECAUTIONS: This product is flammable and considered a hazardous material. In conformance with the Federal Hazardous Substances Labeling Act,the following hazards and precautions are given. Purchasers who repackage this product must also conform to all local, state and federal labeling,safety and other regulations.VOC emissions do not exceed 510 grams per liter. Copyright©2009 by IPS Corporation 721-04-2009 HD Fowler Company Submittal Sec.50: Ln 86 Vendor:74020 DANGER:EXTREMELY FLAMMABLE. VAPOR HARMFUL. MAY BE HARMFUL IF SWALLOWED. MAY IRRITATE SKIN OR EYES. Keep out of reach of children. Do not take internally. Keep away from heat, spark, open flame and other sources of ignition. Vapors may ignite explosively.Solvent cement vapors are heavier than air and may travel to source(s)of ignition at or near ground or lower level(s)and flash back.Keep container closed when not in use.Store between 40°F(5'C)and 110`F(44°C).Avoid breathing of vapors.Use only in well- ventilated area. If confined or partially enclosed, use forced ventilation. When necessary, use local exhaust ventilation to remove harmful airborne contaminants from employee breathing zone and to keep contaminates below 25 ppm TWA.Atmospheric levels must be maintained below established exposure limits contained in Section II of the Material Safety Data Sheet(MSDS). If airborne concentrations exceed those limits,use of a NIOSH approved organic vapor cartridge respirator with full face-piece is recommended.The effectiveness of an air-purifying respirator is limited. Use it only for a single short-term exposure. For emergency and other conditions where short-term exposure guidelines may be exceeded,use an approved positive pressure self-contained breathing apparatus. Do not smoke,eat or drink while working with this product. Avoid contact with skin, eyes and clothing. May cause eye injury. Protective equipment such as gloves, goggles and impervious apron should be used.Carefully read Material Safety Data Sheet and follow all precautions.Do not use this product for other than intended use. "SARA Title III Section 313 Supplier Notification":This product contains toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-to-Know Act(EPCRA)of 1986 and of 40CFR372.This information must be included in all MSDS that are copied and distributed for this material. FIRST AID: Inhalation: If overcome with vapors,remove to fresh air. If not breathing,give artificial respiration. If breathing is difficult,give oxygen.Call physician. Eye Contact: Flush with plenty of water for 15 minutes and call a physician. Skin Contact: Wash skin with plenty of soap and water for at least 15 minutes. If irritation develops,get medical attention. Ingestion: If swallowed.give 1 or 2 glasses of water or milk. Do not induce vomiting. Contact physician or poison control center immediately. SPECIAL PRECAUTION: Do not use a dry granular calcium hypochlorite as a disinfecting material for water purification in potable water piping systems.The introduction of granules or pellets of calcium hypochlorite with PVC and CPVC solvent cements and primers(including their vapors)may result in a violent chemical reaction if a water solution is not used. It is advisable to purify lines by pumping chlorinated water into the piping system — this solution will be nonvolatile. Furthermore,dry granular calcium hypochlorite should not be stored or used near solvent cements and primers. IMPORTANT NOTE: This product is intended for use by skilled individuals at their own risk.These suggestions and data are based on information we believe to be reliable. Installers should verity for themselves that they can make satisfactory joints under varying conditions.Toward this end,it is highly desirable that they receive personal instruction from trained instructors or competent, experienced installers. Contact IPS"' Corporation or your supplier for additional information or instructions. WARRANTY: IPS" Corporation ("IPS Corp.") warrants that all new IPS Corp. products shall be of good quality and free from defects in material and workmanship for the shelf life as indicated on the product. If any IPS Corp. product becomes defective, or fails to conform to our written limited warranty under normal use and storage conditions,then IPS Corp. will, without charge, replace the nonconforming product. However, this limited warranty shall not extend to, nor shall IPS Corp. be responsible for,damages or loss resulting from accident, misuse, negligent use, improper application, or incorporation of IPS Corp. products into other products. In addition, any repackaging of IPS Corp. products also shall void the limited warranty. IPS Corp. shall not be responsible for, nor does this limited warranty extend to, consequential damage, or incidental damage or expense, including without limitation, injury to persons or property or loss of use. Please refer to our standard IPS Corp.Limited Warranty for additional provisions. 455 W.Victoria Street 500 Distribution Parkway ' Compton,CA90220 U.S.A. Collierville,TN 38017 U.S.A. Tel 310.898.3300 Tel:901.853.5001 Fax:310.898,3392 Fax:901.853 5008 CORPORATION W Is�s�: aao Customer Service:800.888.8312 www.ipscorp.com Z886-HDG SPECIFICATION SHEET ZURN. 6-3/4 [171] WIDE REVEAL TRENCH DRAIN SYSTEM W/ HEAVY-DUTY GALVANIZED FRAME TAG Les dimensions(pouces et[mm])dependent des tolerances de fabrication et peuvent 8tre modifiees sans preavis SPECIFYING ENGINEER IS RESPONSIBLE FOR CONCRETE ENCASEMENT AND REINFORCING BASED UPON APPLICATION AND LOCAL CODE o 0 4 [102 64 [171] MIN. 4 [102] 814 [2064 80 [2032 INVERT 3' A' 14 [32] � 4 [1 02 NOTE: +Actual Channel length is 81 1/4[2064]to allow for overlap. MIN. ENGINEERING SPECIFICATION:Zurn Z886-HDG Channels shall be 80[2032]long,6-3/4[171]wide reveal and have a 4[102]throat.Modular channel sections shall be made of 0%water absorbent High Density Polyethylene (HDPE).Shall have a positive mechanical connection between channel sections that will not separate during the installation and shall mechanically lock into the concrete surround every 10[254].Channels shall weigh less than 2.31 Ibs.[1.05kg]per linear foot,have a smooth,1-1/2[38]radiused self cleaning bottom with a Manning's coefficient of.009 and.75% or neutral 0%built in slope.Channels shall have rebar clips standard to secure trench in its final location.Shall be provided with standard GDC grates that lock down to frame.Zurn 6[152]wide reveal Galvanized Ductile Iron Slotted Grate conforming to ASTM specification A536-84,Grade 80-55-06.Ductile Iron grate is rated class C per the DIN EN1433 top load classifications.Supplied in 20[508]nominal lengths with 1/2[13]wide slots,and 3/4[19]bearing depth.Grate has an open area of 28.1 sq.in per ft.[59,463 sq.mm per meter]. The.105[2.66]thick Heavy-Duty Galvanized Carbon Steel Frame Assembly conforms to ASTM specification A36 and Galvanizing conforms to ASTM specification All 23 with 10-4 [102]long concrete anchors per 80[20321.Grate lockdown bars are to be integral to the frame.All welds must be performed by a certified welder per ASTM standard AWS D1.1. Frames Shall be produced in the U.S.A. PREFIX OPTIONS(Check/specify appropriate options) Trench A' 'B' Flow Z Six-foot,Eight-inch High Density Polyethylene(HDPE)* No. Shallow Inv. Deep Inv. Cfs m I s SUFFIX OPTIONS(Check/specify appropriate options) 8601 3.50[891 4.10[1041 0.21 93 6 8602 4.10[1041 4.70[1191 0.27 122 8 Outlet Adapters Add/Each 8603 4.70[1191 5.30[1351 0.34 152 10 -E1 Closed End Cap -U2 2[51]No-Hub Bottom Outlet 8603N 5.30[1351 5.30 135 - - - -E2 2[51]No-Hub End Outlet -U3 3[76]No-Hub Bottom Outlet 8604 5.30 1351 1 5.90[1501 0.41 183 12 -E3 3[76]No-Hub End Outlet -U4 4[102]No-Hub Bottom Outlet 8605 5.90[1501 6.50 1651 1 0.48 214 13 -E4 4[102]No-Hub End Outlet -U6 6[152]No-Hub Bottom Outlet 8606 6.50[1651 7.10 1801 0.55 245 15 -E6 6[152]No-Hub End Outlet 8606N 7.10[1801 7.10 180 - - - 8607 7.10[1801 7.70[1961 0.62 276 17 Frame Options 8608 7.70[1961 8.30[2111 0.69 308 19 SW Sidewall Extension-9[229]High 8609 8.30[2111 8.90[2261 0.76 339 21 SW2 Sidewall Extension-18[457]High 8610 1 8.90[2261 9.50[2411 0.83 371 23 8611 9.50[2411 10.10[2571 0.90 403 25 Grate Options(Load Classifications are per DIN EN1433) 8612 10.10[2571 10.70[2721 0.97 435 27 -BDC Black Acid Resistant Epoxy Coated Ductile Grate-Class C 8612N 10.70[2721 272 - - - -BDE Black Acid Resistant Epoxy Coated Ductile Grate-Class E 8613 10.70[272] [287] 1.04 467 29 -BG Galvanized Ductile Iron Bar Grate-Class C 8614 11.30 287 302 1.11 498 31 -DBG Ductile Iron Cast Bar Grate-Class C 8615 11.90 302 �1�2.50[3181 1.18 530 33 -DC Ductile Iron Solid Cover-Class C -DGC Ductile Iron Slotted Grate-Class C -DGE Ductile Iron Slotted Grate-Class E MADE in the U.S.A.(Load Classifications are per DIN EN1433) -GDC Galvanized Ductile Iron Slotted Grate-Class C` -BDE-USA Black Acid Resistant Epoxy Coated Ductile Grate-Class E -GDE Galvanized Ductile Iron Slotted Grate-Class E -DGC-USA Ductile Iron Slotted Grate-Class C(Substitute DGE-USA) -GHPD Galvanized Heel-Proof Ductile Grate-Class B -DGE-USA Ductile Iron Slotted Grate-Class E -GHPDE Galvanized Heel-Proof Ductile Grate-Class E -GDC-USA Galvanized Ductile Slotted Grate-Class C -HPD Heel-Proof Ductile Slotted Grate-Class B -GDE-USA Galvanized Ductile Slotted Grate-Class E -HPDE Heel-Proof Ductile Slotted Grate-Class E -GHPDE-USA Galvanized Heel-Proof Ductile Grate-Class E -RFGC Reinforced Slotted Galvanized Grate-Class C -HPDE-USA Heel-Proof Ductile Slotted Grate-Class E -RPGC Reinforced Perforated Galvanized Grate-Class C -PPC Plastic Perforated Grate-Class B -RPGRC Reinforced Perforated Galvanized Reverse Punch Grate-Class C Miscellaneous Options Miscellaneous Options -DB Bottom Dome Strainer -VP Vandal-Proof Lockdown -JC Joint Connector *Regularly furnished unless otherwise specified. Zurn Industries,LLC I Specification Drainage Operation Rev. G 1801 Pittsburgh Avenue,Erie,PA 16502,Ph.855.663.9876 Date: 03/20/24 In Canada I Zurn Industries Limited C.N. No. 145919 7900 Goreway Drive,Unit 10,Brampton,Ontario L6T 5W6,Ph.877.892.5216 Prod. I Dwg. No. Z886-HDG www.zurn.com WET RABBIT - ARLINGTON TRENCH DRAIN LAYOUT o 13.3' 8611 8612 ZURN Z-886-HDG-DGC 6" HDPE CHANNELS, HEAVY DUTY GALVANIZED FRAMES, DUCTILE IRON SLOTTED GRATES (CLASS C) OA E1 CLOSED END CAP I E=-9.70" © E1 CLOSED END CAP; U6 NO-HUB BOTTOM OUTLET I E=-10.90" PROJECT ATE: NAME: WET RABBIT-ARUNGTON 4130124 A.E. GOODRICKSCALE: PLAN N.T.S. COMPANY REFERENCE: SHEET OF SHEET C-2.2 HD Fowler Company Submittal Sec.80: Ln 102 Vendor:83010 FMI��,: Compliant RoHSUF/TWU Mad*In USA IRRIGATION WIRE�R7001D DESCRIPTION: Regency's single conductor OF/TWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National Electric Code NFPA-70. Conductor construction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-8. Gauge sizes 18 thru 8 are solid conductors. Sizes 6 thru 4/0 are stranded conductors, The insulation is a high quality polyvinylchloride(PVC)for systems applications of up to 600 volts and conductor temperatures up to 60 C. The OF/TWU Irrigation Wire is constructed in accordance with Underwriters Laboratories,Inc.standard 493 and 83,as well as CSA 22.2 No. 75. APPLICATION: Suitable for use as power and control wire for irrigation systems. CONSTRUCTION: CONDUCTOR: Soft drawn bare copper(ASTM Spec. B-3 and 13-8). Solid 118 awg to 8 awg) Stranded(6 awg to 4/0 awg) INSULATION: Polyvinylchloride(PVC) TEMPERATURE: 600 C VOLTAGE: 600 volts 14 .060 1-12 12 .060 1-12 10 .060 1-9, 11 8 .080 1-8 6 .080 1-5 4 .080 1, 2, 3, 5 2 .080 1, 2, 3, 5 AVAILABLE COLORS: 1-Black,2-White,3-Red,4-Blue 5 Green 6-Yellow,8-Orange,9-Gray,10-Pink,11-Purple, 12-Tan. Material must be able to pass the following tests without showing signs of degradation: COLD BEND: The insulation shall not show any cracks when sample is bent around a 3X mandrel after being subjected to—25 C for four(4)hours. ELECTRICAL: AC test voltage,60 seconds at 5000 volts. SUNLIGHT RESISTANCE TEST: Samples conditioned for 300 hours of carbon-arc or xenon-arc exposure. rEgEncywirc regencywire.com 11 West Malone Sikeston,MO 63801 :00 800.333.5676 HD Fowler Company Submittal Sec.90: Ln 123: Sec.90: Ln 124: Sec.90: Ln 125: Sec.90: Ln 126: Sec. 90: Ln 127 Vendor:82790 April 4,2016 ROMAC O�C INDUSTRIES,INC. Style "501" Straight,Transition 1-800-426 9341 u www.romac.com tt � and Long Barrel Couplings Center Rings:Ductile iron per ASTM A 536,Grade 65-45-12.Yellow shopcoat.Epoxy and special coatings available on request. End Rings: Ductile iron per ASTM A 536,Grade 65-45-12. Color coded RED for O.D.and Std. CJ Stl., BLACK for cast iron and YELLOW for A/C. Gaskets:SBR per ASTM D 2000 MBA 710,compounded for water and sewer service.Other CD compounds available on request. N Bolts and Nuts: Trackhead bolts,heavy hex nuts,UNC 5/8" rolled thread,high strength,low alloy, corrosion resistant steel per AWWA C111. Other materials or special coatings available on request. Options: For other options and specifications,see Page 2-24. cc M Pressure:When properly installed on a pipe that is within the correct OD range,the Romac 501 can be used at working pressures up to 260 psi. Meets AWWA C219 WARNING:Flexible couplings do not provide protection against possible pullout of pipe ' ends in unrestrained conditions.See Page 7-4 for appropriate restraint system. NSF NSF61 certified upon request. CAUTION:Couplings with a step in the center ring have the potential for migrating along the pipe, therefore some form of restraint should be used. NOM. ONE END BY OTHER END BY PIPE COLOR GASKET APPROX. X COLOR GASKET APPROX. CR CHOP FUSION EPDXY SIZE CODE RANGE USE CODE RANGE USE X LGTH w/STD w/304 w/316 w/STD w/304 w/316 B&N SS B&N SS B&N B&N SS B&N SS B&N 2.00-2.14 O.D.Stl.,Copper 2.00-2.14 O.D.Stl,Copper 2 2.12-2.38 Std.Stl,Copper,PVC X 2.12-2.38 Std.S11,Copper,PVC X 5„t 2.35-2.65 Std.Stl,Copper,PVC 2.35-2.65 Std.S11,Copper,PVC 2.50-3.00 C.I.,Copper,PVC 2.50-3.00 C.I.,Copper,PVC 3.00-3.29 Copper,OD Steel 3.00-3.29 Copper,OD Steel 5"1 3" r 3.30-3.51 Std.Stl&PVC X 3.30-3.51 Std.Steel&PVC X 3.50-4.00 Std.Stl,Cl/DI&PVC 3.50-4.00 Std.Stl,Cl/DI&PVC 10" 3.80-4.05 O.D.Stl.,3"D.I. 3.80-4.05 O.D.Stl. 5„1 4.06-4.31 Riv.Stl. 4.06-4.31 Riv.Stl. r 4.21-4.49 A/C r 4.21-4.49 A/C 7„ 4.50-4.70 Std.Stl,PVC 4.50-4.70 Std.Stl,PVC 4° 4.50-4.81 Std.Stl.,D.I.&PVC X 4.50-4.81 Std.Stl.,D.I.&PVC X 10" 4.80-5.00 Cast Iron&PVC 4.80-5.00 Cast Iron&PVC 4.74-5.10 C.I.&A/CME 4.74-5.10 C.I.&A/CME 12" 5.11-5.30 A/C R.B. 5.11-5.30 A/C R.B. YELLOW 5.11-5.40 A/C R.B.CL.200 YELLOW 5.11-5.40 A/C R.B.CL.200 14" 5.40 5.60 2 Std.Stl.&PVC 5.40-5.60 P Std.Stl.&PVC 5.60-5.79' Std.Stl.&PVC 5.60-5.79 Y Std.Stl.&PVC 1 19 5.80 5.98 s Std.Stl.&PVC 5.80 5.98 s Std.Stl.&PVC 5" 5.80-6.10 O.D.Stl. 5.80-6.10 O.D.Stl. 6.05-6.30 Riv.Stl. 6.05-6.30 Riv.Stl. 7" 6.18-6.46 PVC Sewer&Clay 6.18-6.46 PVC Sewer&Clay s 6.55-6.76 Std.Stl.&PVC X 6.55 6.76 Std.Stl.&PVC X 10" 6.60-6.91 Std.Stl.,D.I.&PVC 6.60-6.91 Std.Stl.,D.I.&PVC 12" 6.90-7.10 Cast Iron&PVC 6.90-7.10 Cast Iron&PVC 6.86-7.20 C.I.&A/CME 6.86-7.20 C.I.&A/CME 14" 7.15-7.35 A/C R.B. 7.15-7.35 A/C R.B. YELLOW 7.26-7.60 A/C R.B.CL.200 1 YELLOW 7.26-7.60 A/C R.B.CL.200 7.80-8.10 O.D.Stl. 7.80-8.10 O.D.Stl. 5„1 8.05-8.30 Riv.Stl. 8.05-8.30 Riv.Stl. r 8.30-8.55 C.I-Soil,PVC Sewer r 8.30-8.55 C.l-Soil,PVC Sewer 7" 8.55-8.75 Std.Stl,PVC 8.55-8.75 Std.Stl.&PVC 8„ 8.60-9.06 Std.Stl.,D.I.&PVC X 8.60-9.06 Std.Stl.,D.I.&PVC X 10" 9.05-9.30 Cast Iron&PVC 9.05-9.30 Cast Iron&PVC 8.99-9.40 C.I.&A/CME 8.99-9.40 C.I.&A/CME 12" 9.31-9.50 A/C R.B. 9.31-9.50 A/C R.B. 14" YELLOW 9.39-9.79 A/C R.B.CL.200 YELLOW 9.39-9.79 A/C R.B.CL.200 1 Standard Center Ring length. To Order:Determine O.D.of pipes to be coupled.Select proper gasket range for each pipe from above 2 Requires special 5"end ring. table.Insert high range of each gasket into catalog number as follows: 501 -one end x other end. 2-2 Example: To couple 4"A/C rough barrel and 4"O.D.steel with 5"Center Ring,order 501-5.30 x 4.05 X 5 HD Fowler Company Submittal Sec.90: Ln 123: Sec.90: Ln 124: Sec.90: Ln 125: Sec.90: Ln 126: Sec. 90: Ln 127 Vendor:82790 April 4,2016 ROMAC 5INDUSTRIES, INC. Style "501" Straight, Transition 800-426-9341 u www.romac.com and Long Barrel Couplings ONE END BY OTHER END BY NOM. SHOPCOAT FUSION EPDXY PIPE COLOR GASKET APPROX. COLOR GASKET APPROX. w/STD w/C w/316 w/STD w/3E EPDXY SIZE CODE RANGE USE X CODE RANGE USE X LGTH B&N SS B&N SS B&N B&N SS B&N SS B&N 9.80-10.1 OA O.D.Stl. 9.80-10.1 OA O.D.Stl. 6"1,2 • 10.20-10.55A CI Soil,PVC Sewer 10.20-10.55A Cl Soil PVC Sewer A B&AB 10.70-11.00A Std.Stl.&PVC 10.70-11.00A �iv.Stl. 7" 2 10�� 10.70-10.80B Std.Stl.&PVC X 10.70-10.806 Std.Stl.&PVC X B12"2 10.89-11.40B Cast Iron&PVC 10.89-11.40B Cast Iron&PVC A&B,AB YELLOW 11.55 11.75B ACME ELLOW 11.55 11.75B ACME BOnl2 11.76 12.12B A/C R.B 11.76 12.12B A/C R.B v 11.81-12.10A O.D.Stl. 11.81-12.1OA O.D.Stl. 1,2 611 11.95-12.25A PVC SDR 41 11.95-12.25A PVC SDR 41 12.24-12.50A Cl Soil,PVC Sewer 12.24-12.50A Cl Soil,PVC Sewer AB&AE z 12n 12.65-12.95A Std.Stl.&PVC X 12.65-12.95A Std.Stl.&PVC X B Only 12.70-12.80B Std.Stl.&PVC 12.70-12.80B Std.Stl.&PVC 12,12 13.15-13.55B Cast Iron&PVC 13.15-13.556 Cast Iron&PVC A&B,AB 14112 ELLOW 13.85-14.106 A/CME YELLOW 13 85-14.106 A/CME B Only 14.03-14.40B A/C R.B. 14.03-14.40B A/C R.B. 14.00 O.D.(please refer to 12"nominal pipe size) 14.60-15.00 DI,CI&Simplex ACVELLOW1 5.00 DI,Cl&Simplex AC 7"1,3 14" 15.30-15.70 D.l,A/C R.B.&PVC X5.70 D.l,A/C R.B.&PVC X 14" 16.00-16.40 O.D.Stl. 6.40 O.D.Stl. ELLOW 16.40-16.88 A/CME&R.B. 6.88 A/CME&R.B. 16.00 O.D.(please refer to 14"nominal pipe size) 17.05-17.40 D.I.,Cast Iron&PVC 17.05-17.40 D.I.,Cast Iron&PVC �� ° 17.40 17.80 D.I.and AIC R.B,PVC 17.40 17.80 D.I.and AIC R.B,PVC 7"�'3 16 17.80 18.10 Cast Iron,O.D.Stl&PVC X •. , 17.80 18.10 Cast Iron,O.D.Stl&PVC X 14" 18.10 18.40 Cast Iron&A/C 18.10 18.40 Cast iron&A/C YELLOW 18.45-18.97 A/CME&R.B. YELLOW 18.45-18.97 A/CME&R.B. 18.00 O.D.(please refer to 16"nominal i e size) 18.70-19.10 ' 18.70-19.10 7"1,3 18�� ' 19.10-19.70 X : 19.10-19.70 X 14" ELLOW 19.70-20.25 YELLOW 19.70-20.25 20.00 O.D.(please refer to 18"nominal pipe size) 20.80-21.35 20.80-21.35 7" 73 2011 21.35-21.75 X : 21.35-21.75 X 14" ELLOW 21.75-22.25 YELLOW 21.75-22.25 22.95-23.35 22.95-23.35 7„1,3 22111 23.45-23.85 X 23.45-23.85 X 14" YELLOW 23.75-24.25 YELLOW 23.75-24.25 24.00 O.D.(please refer to 22 "nominal pipe size) 24rr 24.75-25.30 24.75-25.30 X 10"' 25.30-25.80 X 25.30-25.80 20" YELLOW 26.10-26.32 YELLOW 26.10-26.32 Standard Center Ring 2 To accommodate the wider range of pipe sizes within the 10"and 3 For longer center ring length,see the Style length 12"categories,it is necessary that the center rings be made in "400"on Page 2-17. three sizes:A,AB,and B(see drawing below). •For"501"parts list,see Page 2.4. -- For Steel Couplings 12"-96", see Page 2-17. For Sewer O.D.s,see Page 6-6. -- 2-3 HD Fowler Company Submittal Sec.90: Ln 123:Sec.90: Ln 124:Sec.90: Ln 125:Sec.90: Ln 126:Sec.90: Ln 127 Vendor:82790 ROMAC INDUSTRIES, INC. STYLE 501 ]AND RC 501 REDUCING COUPLING SUBMITTAL INFORMATION AWWA C219 Romac 501 couplings meet the specifications set forth in the AWWA Standard C219 coupling spec. MATERIALS Castings The end rings and center rings are cast from ductile (nodular) iron, meeting or exceeding ASTM A 536. Gaskets Gaskets are made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D 2000 MBA 710. Other compounds available for petroleum, chemical, or high temperature service. Bolts and Nuts 5/8 inch, High strength low alloy steel trackhead bolts. National coarse rolled thread and heavy hex nuts. Steel meets AWWA C111 composition specifications. Stainless steel bolts and nuts available on request. Coatings Shop coat applied to cast parts for corrosion protection in transit. Fusion bonded epoxy, liquid epoxy and other coatings available on request. PRESSURE When properly installed on a pipe that is within the correct outside diameter range, couplings in the Romac Style 501 line can be used at working pressures up to 260 psi. Higher working pressures available for specific applications. SIZES AND RANGES See Catalog. Romac Document Number 20-8-0005 6/15 This information is based on the best data available at the date printed above,please check with Romac Engineering Department for any updates or changes. Phone (425) 951 6200 • Toll Free 800 426 9341 • Fax (425) 951 6201 • www.romac.com HD Fowler Company Submittal ?????? Sec.90: Ln 129:Sec.90: Ln 130:Sec.90: Ln 134 Vendor:84175 COMPACT MJ FITTINGS ANSI/AWWA C153/A21.53 -ANNEUXTILE IRON MECHANICAL JOINT COMPACT FITTINGS General Specifications Material Ductile Iron per ASTM A536 Pressure 350 PSI rating for 2"-24"sizes,250 PSI rating for 30"-48"sizes and 150 PSI rating for 54"-64"sizes Testing In accordance with ANSI/AWWA C153/A21.53 and UL,FM requirements Laying Length In accordance with AN51/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per SIP design as noted in the catalog) Deflection 2"-4"=8° 1 6"=7° 1 8"-12"=5° 1 14"-16"=3%*( 18"-24"=3°1 30"-64"=2° Flanges Flanged ends on fittings match ANSI/AWWA C115/A21.15 and ANSI B16.1 class 125 flanges Gaskets SBR in accordance with ANSI/AWWA C111/A21.11(see fittings accessories catalog) T-Bolts/Nuts Low alloy steel in accordance with ANSI/AWWA C111/A21.11(see fittings accessories catalog) Cement Lining In accordance with ANSI/AWWA C104/A21.4 Coating Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 and referenced in ANSI/AWWA C153/A21.53 and also available in Fusion-Bonded epoxy(FBE)power coated oxide red color in accordance with the ANSI/AWWA C116/A21.16 Weight Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating Dimensions All dimensions are in inches unless noted otherwise. Installations Per ANSI/AWWA C600 and C111 using DIP conforming to C350/C151 and PVC pipe conforming to C900/C905 Approvals 3"-24"UL Listed 13"-24"FM Approved 1 3"and higher UL/NSF Standards 61 3"and higher NSF/ANSI Standards 61 Approved for Drinking Water.Please consult SIP for detail listing and approvals. L AWWA 0.19 in.(4s mm) x FM 7° nr""weo S c"nmr" 0.75 in D C F .31-5161 i nl (19.1 mm) 3"-24"=0.31 In 0.12 in. 30"-48"=0.38 in B Y K2 J AK3 Technical Specifications SIZE A B C D F J K3 K2 M S L 0 R -NO.1 BOLTS FSIZE LENGTH '2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.62 0.36 0.58 28° % 2 % 3 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.62 0.39 0.58 28° % 4 % 3 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.75 0.39 0.60 28° 3/a 4 % 3 Y2 6 6.90 2.50 3.02 8.12 7.00 9.50 21.06 11.12 0.88 0.43 0.63 28° % 6 % 3 Y. 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 1 13.37 1.00 1 0.45 0.66 1 28° % 6 % 3 K 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 1.00 0.47 0.70 28° % 8 % 3'Y2 12 >13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 1.00 0.49 0.73 28° % 8 a/4 3 Y2 u`ni 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 1.25 0.55 0.79 28° % 10 Y44 4 u 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 1.31 0.58 0.85 28° % 12 % 4 3 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.38 0.68 1.00 28° 3/a 12 % 4 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.44 0.69 1.02 28° °/a 14 % 4 c 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.56 0.75 1.02 28° % 16 % 4 X a, 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 2.00 0.82 1.31 20° 1 X. 1 20 1 1 5'Y2 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 2.00 1.00 1.45 20° 1 1/824 1 5% c 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 2.00 1.25 1.45 20° 1% 28 1 Ye 6 0 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 2.00 1.35 1.45 20° 1 1% 321 1 Y4 6 NB:Fittings&Dimensions for Size 54,60&64 available on request only. All dimensions are in inches unless noted otherwise. All weights are approximate in pounds unless noted otherwise. • HD Fowler Company Submittal Sec.90: Ln 131 Vendor:85870 TYTON JOINT®PIPE GENERALINFO •- • ANSI/AWWA STANDARDS Tyton Joint is U.S.Pipe's trademark for pipe with a push-on type connection. Simplicity,sturdiness and watertightness are built into the system by design. Convincing proof of its worldwide acceptance is shown by the fact that more ANSI/AWWA C151/A21.5,Ductile Iron than 95%of the pipe now sold by U.S.Pipe is Tyton Joint. Pipe,Centrifugally Cast for Water. Tyton Joint Pipe is available in sizes 3"through 64".Sizes 3"through 42"are Ductile Iron Tyton Joint Pipe is centrifugally cart in metal molds in accordance with ANSI/ available in nominal 18-foot laying lengths.4"through 30"sizes,along with AWWA C151/0.5. sizes 48"through 64",are available in nominal 20-foot laying lengths. Tyton Joint Pipe in sizes 4"through 36"are UL listed,and sizes 4"through The asphaltic outside coating is in accordance with 16"are FM Approved. ANSI/AWWA C151/A21.51. When Tyton Joint Pipe is used for bridge crossings or other above-ground As specified in ANSI/AWWA C151/0.51,pipe installations,each length of pipe must be supported in a manner to restrict weights have been calculated using standard barrel both vertical and horizontal movement. weights and weights of bells being produced. ATyton Gasket is the only accessory required when installing Tyton Joint ANSI/AWWA C104/A21.4,Cement- Pipe.It is a circular rubber gasket that has a modified bulb shape in cross Mortar Lining for Ductile-Iron Pipe section.Gaskets are furnished in accordance with ANSI/AWWA C111/ and Fittings for Water. A21.1.Composition and dimensions of the gasket have been carefully The cement-mortar lining and inside coating are in engineered to ensure a watertight and lasting seal.The standard Tyton Gasket accordance with ANSI/AWWA C104/A21.4, is manufactured of SBR—styrene butadiene rubber.Gaskets of special Special linings and/or coatings can be furnished for specific conditions. elastomers may be ordered for special applications.The gasket contour and bell socket contour ensure that the gasket will remain seated during proper ANSI/AWWA C111/A21.11,Rubber- assembly of the pipe.When joint restraint is required for push-on joint pipe, Gasket Joints for Ductile-Iron Pressure two options are available from U.S.Pipe.For joint restraint of 4"through 24" Pipe and Fittings. Field Lok 350 Gaskets may be used.Field Lok 350 Gaskets are rated for 350 psi Tyton Gaskets are furnished in accordance with in sizes 4"through 24".In addition,for 4"through 36"sizes,TR Flex Pipe and ANSI/AWWA C111/A21.11. Fittings may be used,and for 30"through 64"sizes,HP Lok Pipe and Fittings may be used.TR Flex Pipe and Fittings are rated for working pressures for 350 ANSI/AWWA C705/A21.5,Polyethylene psi in 4"through 24"sizes,250 psi in sizes 30"through 36".For HP Lok Pipe and Encasement for Ductile Fittings,the working pressure is 350 psi for 30"through 64".For higher pressure Iron Pipe Systems. applications contact your U.S.Pipe representative.Complete details on Field If specifiers and users believe that corrosive soils will be encountered where our products are to be Lok 350 Gaskets,TR Flex Pipe and Fittings,and HP Lok Pipe and Fittings can be installed,please refer to ANSI/AWWA C105/A21.5, found on our website,www.uspipe.com. for proper external protection procedures. ASTM A746-03"Standard specification for Ductile Iron Gravity Sewer Pipe:' ASTM A716-08"Standard Specification for Ductile Iron Culvert Pipe:' ASTM A536"Standard Specification for Ductile Iron Castings:' NOTE:U.S.Pipe qualifies for Federal Procurement under Public Law No.94-580, NOTE:Each of the following is a nationally recognized standards organization: Section 6002,known as the Resource Recovery Act of 1976,since,due to American National Standards Institute(ANSI),American Water Works modern technology,recycled iron and steel scrap are used to a large degree in Association(AWWA),American Society for Testing and Materials(ASTM), our Ductile Iron Pipe production. Underwriters Laboratories(UL),National Fire Protection Association(NFPA), The plain end of the pipe is furnished beveled or with a quarter ellipse on the National Sanitation Foundation(NSF),Factory Mutual(FM) edge to allow assembly.More than 40 years of successful experience have proved its sealing capabilities.Hydrostatic tests have shown that the system will withstand pressures far in excess of rated pressures. U.S.Pipe AForrerraCompony 2 HD Fowler Company Submittal Sec.90: Ln 131 Vendor:85870 TYTON JOINT®PIPE SPECIFICATIONS Thickness Class(ThicAness,Dimension&Weight) SIZE THICKNESS THICKNESS OUTSIDE DIAMETER BARREL WEIGHT PER WEIGHT PER LENGTH WEIGHT PER LENGTH CLASS FOOT 3 54 0.34 3.96 11.8 220 - 3 55 0.37 3.96 12.8 240 - 3 56 0.40 3.96 13.7 255 - 4 51 0.26 4.80 11.3 215 235 4 52 0.29 4.80 12.6 235 260 4 53 0.32 4.80 13.8 260 285 4 54 0.35 4.80 15.0 280 310 4 55 0.38 4.80 16.1 300 330 4 56 0.41 4.80 17.3 320 355 6 50 0.25 6.90 16.0 305 335 6 51 0.28 6.90 17.8 335 370 6 52 0.31 6.90 19.6 370 410 6 53 0.34 6.90 21.4 400 445 6 54 0.37 6.90 23.2 435 480 6 55 0.40 6.90 25.0 465 515 6 56 0.43 6.90 26.7 495 550 8 50 0.27 9.05 22.8 430 475 8 51 0.30 9.05 25.2 475 525 8 52 0.33 9.05 27.7 520 575 8 53 0.36 9.05 30.1 560 620 8 54 0.39 9.05 32.5 605 670 8 55 0.42 9.05 34.8 650 720 8 56 0.45 9.05 37.2 690 765 10 50 0.29 11.10 30.1 570 630 10 51 0.32 11.10 33.2 625 690 10 52 0.35 11.10 36.2 680 750 10 53 0.38 11.10 39.2 730 810 10 54 0.41 11.10 42.1 785 870 10 55 0.44 11.10 45.1 840 930 10 56 0.47 11.10 48.0 890 990 Table continued on next page. 10- NOTE:Thicknesses and dimensions of 3"through 64"ductile iron 'Tolerance of O.D.of spigot end:3-12 in.,t0.06 in.;14-24 in., pipe conform to AN51/AWWA Cl 51/A21.51.Weights may vary from +0.05 in.,-0.08 in.;30-48 in.,+0.08 in.,-0.06 in.;54-64 in., the standard because of differences in bell weights. +0.04 in.,-0.10 in. bIncluding bell;calculated weight of pipe rounded off to nearest 5 lbs. U.S.Pipe AForterraCompony 12 HD Fowler Company Submittal Sec. 130:Ln 141 Vendor:85870 SPECIFICATIONS TYTON JOINT'PIPE DimensionThickness Class(Thickness, SIZE THICKNESS THICKNESS OUTSIDE DIAMETER BARREL WEIGHT PER WEIGHT PER LENGTH WEIGHT PER LENGTH CLASS F00T 12 50 0.31 13.20 38.4 725 800 12 51 0.34 13.20 42.0 790 875 12 52 1 0.37 13.20 45.6 855 945 12 53 0.40 13.20 49.2 920 1015 12 54 0.43 13.20 52.8 985 1090 12 55 0.46 13.20 56.3 1045 1160 12 56 0.49 13.20 59.9 1110 1230 14 50 0.33 15.30 47.5 910 1005 14 51 0.36 15.30 51.7 985 1090 14 52 0.39 1530 55.9 1060 1170 14 53 0.42 15.30 60.1 1135 1255 14 54 0.45 15.30 64.2 1210 1340 14 55 0.48 1530 68.4 1285 1420 14 56 0.51 15.30 72.5 1360 1505 16 50 0.34 17.40 55.8 1065 1175 16 51 0.37 17.40 60.6 1150 1275 16 52 0.40 17.40 65.4 1240 1370 16 53 0.43 17.40 70.1 1325 1465 16 54 0.46 17.40 74.9 1410 1560 16 55 0.49 17.40 79.7 1495 1655 16 56 0.52 17.40 84.4 1580 1750 18 50 0.35 19.50 64.4 1225 1355 18 51 0.38 19.50 69.8 1325 1465 18 52 0.41 19.50 75.2 1420 1570 18 53 0.44 19.50 80.6 1520 1680 18 54 0.47 19.50 86.0 1615 1785 18 55 0.50 19.50 91.3 1710 1895 18 56 0.53 19.50 96.7 1805 2000 Table continued on next page. ► NOTE:Thicknesses and dimensions of 3"through 64'ductile iron pipe *Tolerance of OR of spigot end:3-12 in.,f0.06 in.;14-24 in.,+0.05 conform to ANSI/AWWA C151/A21.51.Weights may vary from the in.,-0.08 in.;30-48 in.,+0.08 in.,-0.06 in.;54-64 in.,+0.04 in,-0.10 in. standard because of differences in bell weights. "Including bell;calculated weight of pipe rounded off to nearest 5 lbs. 13 To learn more visit our website at www.uspipe.com "B„ 11 GAUGE (.1196") 304 STAINLESS STEEL DIAMETER VARIES AVAILABLE FOR 1.5" - 36" PIPE SLOTTED/OOR LEG DIMENSIONS RE-ORIEN VARY \ ADJUSTAB O w� „A,, U- �; 0 VARIES SLOT FOR 'B - B' TOP VIEW ANCHOR WIDTH „B„ BOLTS 1.5" (1.5" -10" BRACKETS) 2.0" (12" - 16" BRACKETS) 3.0" (18" - 24" BRACKETS) 4.0" (27" - 36" BRACKETS) L- -, Z318" DIAMETER STAINLESS STEEL PINCH BOLT 'A A' SPECIFICATIONS: RELINER / DURAN, INC. 1) CLAMP AND BRACKETS ARE TYPE 304 STAINLESS STEEL, 11 GAUGE (.1196"). 9 MATTHEWS DRIVE, UNITA1/A2 2 3/8" O PINCH BOLT AND NUTS ARE TYPE EAST HADDAM, CT ) (800) 508-6001 FAX (877)434- )434-06423 3197 18-8 STAINLESS STEEL. WWW.RELINER.COM 3) WIDE RANGE OF SIZES FOR SDR35, DESCRIPTION DATE SCALE SCH40, CIOD-C900. STOCKED FOR 1 .5" -36" STAINLESS STEEL 2/25/21 NONE OTHER SIZES AVAILABLE. ADJUSTABLE DRAWING NUMBER CLAMPING BRACKETS BRACKET HD Fowler Company Submittal Sec.90: Ln 133 Vendor:68990 3/8" x16 x 1.25"ANCHOR ZINC ALLOY / LEAD 3/8 x 7/8 STAINLESS STEEL WASHER 0.95" 3/8 x 16 x 1" STAINLESS STEEL BOLT in 0 N n, 1.25" RELINER PART # DESCRIPTION RANCH TYPE 304 STAINLESS 316/ANCH TYPE 316 STAINLESS ANCHOR INSTALLATION 1. DRILL 3/8" HOLE IN BASE MATERIAL TO THE REQUIRED DEPTH (APPROX 1-1/4" DEEP) 2. BLOW THE HOLE CLEAN OF DUST AND OTHER MATERIAL 3. INSERT THE ANCHOR INTO THE HOLE (LEAD SHIELD OUT) 4. POSITION A SETTING TOOL OR 9/16 SOCKET AGAINST THE ANCHOR OUTER CONE (THE OUTER RIM OF THE TOOL OR SOCKET SHOULD SEAT ONTO THE LEAD SHIELD RIM) 5. USING THE TOOL OR SOCKET, SET THE ANCHOR BY DRIVING THE LEAD SLEEVE OVER THE CONE USING SEVERAL SHARP HAMMER BLOWS. (BE SURE THE ANCHOR IS AT THE REQUIRED EMBEDMENT DEPTH) 6, POSITION THE FIXTURE, INSERT SCREW OR BOLT AND TIGHTEN RELINER / DURAN, INC. 9 MATTHEWS DRIVE, UNIT Al1A2 EAST HADDAM, CT 06423 (800) 508-6001 FAX: (877)434-3197 DESCRIPTION DATE SCALE 2-2-21 NONE ANCHOR DRAWING NUMBER ANCH HD Fowler Company Submittal Sec.90: Ln 135 Vendor:82790 April 4,2016 ROMAC INDUSTRIES, 'C INC. 1 800 426 9341 RomaGripT't Pipe Restraint uwww.romac.com MADE IN U.S.A Gland: Ductile (nodular)iron,meeting or exceeding ASTM A 536,Grade 65-45-12. 11 O O Gaskets: 3-24"sizes:A standard MJ gasket is used with this fitting.See ANSI/ CO) AWWACiii/A21.11forgasketspecs.For30-48"sizes,SBRinaccordancewith CASTM D2000.Other compounds available for petroleum,chemical or high tempera- Torque Off Bolts "s0 = ture service. Assure the proper cc torque is applied Q Restraining Bolt: Ductile (nodular)iron,meeting or exceeding ASTM A 536-84. (3-24"sizes:7/8—9 roll thread),(30-48"sizes:1 1/4-7 roll thread) dRestraining Lugs: Ductile (nodular)iron,meeting or exceeding ASTM A 536-84. CL Heat treated using a proprietary process. U) - Coatings: Shop coat applied to the casting for corrosion protection in transit. Romabond polyester available upon request yam+ Use:Ductile iron pipe 3"-48",cast iron pipe 3"-48"(same OD's as CC ductile iron),IPS size steel 3"-12"with transition gasket and a minimum thickness per ASTM A53 std.weight class pipe. Radial Pads Not for use on polyethylene pipe,PVC pipe or plain end Contact the pipe and apply mechanical joint fittings. force evenly mill ROMAGRIP for Ductile Iron Pipe Accessory Pack (RomaGrip,Gasket,Bolts and Nuts) NOM. CATALOG T-BOLTS APPROX. ACC.PACK CRATE PIPE NUMBER QUANTITY:SIZE WEIGHT(ea.) SHOP COAT SHOP COAT ROMABOND ROMABOND QTY SIZE W/STD B&N W/R-BLUE'B&N W/STD B&N W/R-BLUE'B&N 3" 3"RGAP-D 4:5/8"x 3" 8# 54 4"RGAP-D 4:3/4"x 31/2" 11# 96 6"RGAP-D 6:3/4"x 4" 17# 72 8"RGAP-D 6:3/4"x 4" 22# 48 10" 10"RGAP-D 8:3/4"x 4" 31# 1 30 12"RGAP-D 8:3/4"x 4" 37# 32 14" 14"RGAP-D 10:3/4"x 41/2" 53# - 16" 16"RGAP-D 12:3/4"x 41/2" 62# 18" 18"RGAP-D 12:3/4"x 41/2" 68# 20 20"RGAP-D 14:3/4"x 41/2" 78# 24" 24"RGAP-D 16:3/4"x 5" 98# 30 30"RGAP-IMPORT 20:1"x 6" 295# 36" 36"RGAP-IMPORT 24:1"x 6" 380# 42" 42"RGAP-IMPORT 28:11/4"x 81/2" 595# 4$" 1 48"RGAP-IMPORT 32:11/4"x 81/2" 730# Accessory packs are available with stainless steel fasteners.Call for price and availability. ROMAGRIP for Ductile Iron Pi a (RomaGrip ONLY) NOM.PIPE CATALOG APPROX. BANDED SIZE NUMBER WEIGHT ea. SHOP COAT I ROMABOND QUANTITY 3" 3"RG-D 6# 5 4" 4"RG-D 7# 5 6" 6"RG-D 11# 5 $. 8"RG-D 16# 5 10" 10"RG-D 21# 3 12" 12"RG-D 28# 3 14" 14"RG-D 41# - 16" 16"RG-D 49# 1$" 18"RG-D 56# 20" 20"RG-D 64# 24" 24"RG-D 81# 30"RG-IMPORT 250# 36 36"RG-IMPORT 325# 42" 42"RG-IMPORT 479# 4$ 48"RG-IMPORT 594# 1 R-BLUE Bolts and Nuts,see page 9-3 for more information. A■ Some initial axial movement may occur in lug style restraints as the lugs seat.Movement is directly related to the size of the piping system and the system pressure.In general terms movement of approximately 0.25"can be expected in restraints under 16". For larger sizes, movement of approximately 0.4"may be seen.If this is critical to your application please contact Romac Engineering for additional information. 7-7 HD Fowler Company Submittal Sec.90: Ln 135 Vendor:82790 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. It may also be used on IPS sizes steel pipe (minimum thickness STD weight class pipe)with MJ by IPS transition gasket. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25 can be expected in restraints under 16". For larger sizes, movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. Meets ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8—9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (Ibs) (psi) (psi) Deflection 3 2 6 350 700 50 4 2 7.5 350 700 50 3 11 350 700 5° 4 16.5 350 700 5° 10 6 23 350 700 5° 12 8 29.5 350 700 5° FM Approved FM approved for cast iron and ductile iron pipe at 175 psi working pressure (4 : 1 test). UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0017 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone (425) 951 6200 • Toll Free 800 426 9341 • Fax (425) 951 6201 • www.romac.com HD Fowler Company Submittal Sec. 130: Ln 142 Vendor:77720 SPECIFICATIONS/AVAILABLE CONFIGURATIONS & STYLE NUMBERS (2"-20") M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) M&H Valve AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 Size Range Water Working Bubble Tight Hydrostatic Shell Pressure psi Seat Test psi Test psi AWWA 2"—20" 250 Water Works 250&400 500 ULFM 4"— 16" 200 Fire Protection 250&400 500 Style No. Style No. Style No. Available End Connections(No Gear) Size With With With Range 2"Nut Hand wheel Post Plate Mechanical Joint(NRS) (no 2'/2") 2"-16" 7571 7571-HW 7571-P (3"-16") Flanged Ends(NRS) 2"-16" 7561 7561-HW 7561-P (3"-16") Flanged End X Mechanical Joint(NRS) 3"-16" 7572 7572-1-IW 7572-P (3"-16") s -on or 2"-12" 7597 7597-HW 7597-P (3"-129') Threaded(NRS) 2"-3" 7057 705741W 7057-P (3"only) Threaded(NRS)(With T-Head Nut) 2"-3" 7067-07THN(With T-Head Nut) ***Threaded(OS&Y) 2"-3" N/A 7067 N/A Tyton X Tyton(NRS)(For D.I./C900) 4"-12"&16" 7901 7901-HW 7901-P(4"-12"&16") Tyton X Flange(NRS)(For D.I./C900) 4"-12" 7902 7902-HW 7902-P(4"-12") ***Flanged Ends(OS&Y) 2"-16" N/A 7068&7068A* N/A **Tapping Valve(NRS) 4"-16" 7950 7950-HW 7950-P (4"-16) M.J.Cutting-in Valve(NRS) 4"-12" 7576 7576-HW 7576-P(4"-12") ****Flanged End(Open Mitre Box) 3"-12" 7211-0 7211-O-HW N/A ****Flanged End(Enclosed Mitre Box) 4"-12" 7211-C 7211-C-HW N/A Style No. Style No. Available End Connections(Bevel Gear) Size With With Range 2"Nut Hand wheel Mechanical Joint(NRS) 14-20" 7571-B 7571-BHW Flanged Ends(NRS) 14"-20" 7561-B 7561-BHW Flanged End X Mechanical Joint(NRS) 14"-20" 7572-B 7572-BHW Tyton X Tyton(NRS)(For D.I./C900) 16" 7901-B 7901-BHW Flanged Ends(OS&Y) 14"-20" 7068-B 7068-BHW **Tapping Valve(NRS) 14"-16" 7950-B 7950-BHW Style No. Style No. Available End Connections(Spur Gear) Size With With Range 2"Nut Hand wheel Mechanical Joint(NRS) 14-20" 7571-S 7571-SHW Flanged Ends(NRS) 14"-20" 7561-S 7561-SHW Flanged End X Mechanical Joint(NRS) 14"-20" 7572-S 7572-SHW Tyton X Tyton(NRS)(For D.I./C900) 16" 7901-S 7901-SHW Flanged Ends(OS&Y) 14"-20" 7068-S 7068-SHW **Tapering Valve(NRS) 14"-16" 7950-S 7950-SHW Note: 2"to 3"sizes full wall ductile iron(per AWWA Dimensions) *7068A is Tapped&Plugged in"A"Position (2"—4" ='/2"tap)(6"—12"=1/4"tap) **Each size accommodates a full size diameter tapping cutter.. ***2"OS&Y Flanged and Threaded versions are UL Listed ****All other end connections available. 18"and larger RS gate valves will be furnished with either bevel or spur gearing. By-pass valve not required on ate valves through 24" Fr U%d t0 1AN51 fit G NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. Sizes 2"-12" September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 130: Ln 142 Vendor:77720 RECOMMEND SPECIFICATIONS (NRS STYLE 7000)(OS&Y STYLE 7068)(2"-20") M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) RECOMMENDED SPECIFICATIONS (2"-20") 1. Valves shall conform to the latest revision of AWWA Standard C515 covering resilient seated gate valves for water supply service. 2. The valves shall have a ductile iron body,bonnet,and O-ring plate. The wedge shall be totally encapsulated with rubber. 3. The sealing rubber shall be permanently bonded to the wedge per ASTM D-429. 4. Valves shall be supplied with O-ring seals at all pressure retaining joints. No flat gaskets shall be allowed. 5. The valves shall be either non-rising stem or rising stem,opening by turning left or right,and provided with 2"square operating nut or a handwheel with the word"Open"and an arrow to indicate the direction to open. 6. Stems shall be cast copper alloy with integral collars in full compliance with AWWA. All stems shall operate with copper alloy stem nuts independent of wedge and of stem(in NRS valves). OS&Y (rising stems) shall be bronze 7. All stems shall have two O-rings located above the thrust collar and one O-ring below. Stem O-rings shall be replaceable with valve fully opened and subjected to full pressure. 8. The stems on 4"-20"shall have a low torque thrust bearing located above and below the stem collar to reduce friction during operation. 9. Waterway shall be smooth,unobstructed and free of all pockets,cavities and depressions in the seat area. Valves 4"and larger shall accept a full size tapping cutter. 10. The body,bonnet and O-ring plate shall be fusion-bonded epoxy coated,both interior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSF 61 Certified. 11. Each valve shall have maker's name,pressure rating,and year in which it was manufactured cast in the body. Country of origin to be clearly cast into body&cover castings. 12. Prior to shipment from the factory,each valve shall be tested by hydrostatic pressure equal to the requirements of AWWA C509(and UL/FM where applicable). 13. Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the M&H Valve Company. NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 130: Ln 142 Vendor:77720 MATERIAL SPECIFICATIONS (1 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) CAST IRON SPECIFICATION ASTM A126 CLASS B Physical Properties Minimum tensile strength 31,000 psi Minimum transverse strength 3,300 lbs. Minimum deflection(12"Centers) .12 in Chemical Analysis(percent) Phosphorus(maximum) .75 Sulfur(maximum) .15 DUCTILE IRON SPECIFICATION ASTM A536 Physical Properties Minimum tensile strength 65,000 psi Minimum yield strength 45,000 psi SBR-STYRENE BUTADINE RUBBER—ASTM D-5000"O-Rings" &"Wedge/Seat Rubber" Hardness 78+5 100%Modulus(PSI) 800 ALTERNATE---EPDM"O-Rings"& "Wedge/Seat Rubber" Hardness 80±2 100%Modulus(PSI) 600 Tensile(PSI) 1,450 Elongation(%) 150 Compression set,ASTM D395 Method B 18%max. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 130: Ln 142 Vendor:77720 MATERIAL SPECIFICATIONS (2 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) STANDARD CAST BRONZE—ASTM B584 CDA836(Stem Nut) Physical Properties Minimum tensile strength 30,000psi Minimum yield strength 14,000psi Minimum elongation(in 2 inches) 20% Chemical Analysis *Copper 84.0—86.0 Lead 4.0—6.0 Tin 4.0—6.0 Nickel(maximum) 1.0 Zinc 4.0—6.0 *—CU+NI=79%Min CAST BRONZE—ASTM B584 CDA867(Stem) Physical Properties Minimum tensile strength 80,000 psi Minimum yield strength 32,000 psi Minimum elongation(in 2 inches) 15% Chemical Analysis Copper 55.0—60.0 Lead(maximum) .50—1.5 Aluminum 1.0—3.0 Iron 1.0—3.0 Nickel(maximum) 1.0 Zinc 30.0—38.0 Manganese 1.0—3.5 Tin(maximum) .2 ALTENATE CAST BRONZE—NDZ-S ASTM B763 UNS C99500(Stem) Physical Properties Minimum tensile strength 70,000 psi Minimum yield strength 40,000 psi Minimum elongation(in 2 inches) 12% Chemical Analysis Copper 82.8 Lead(maximum) .25 Aluminum(maximum) 2.0 Iron(maximum) 5.5 Nickel(maximum) 5.5 Zinc(maximum) 2.0 Silicon(maximum) 2.0 September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal Sec. 130:Ln 142 Vendor:77720 ITEM DESCRIPTION MATERIAL ASTM SPEC. R1 HOLD DOWN HEX BOLT 304 STAINLESS STEEL --------- R2 HOLD DOWN BOLT WASHER 304 STAINLESS STEEL --------- R3 OPERATING NUT OR HAND WHEEL CAST IRON ASTM A126 CLASS B R4 BOLTS NUTS STUFFING BOX 304 STAINLESS STEEL --------- R5 I STUFFING BOX/SEAL PLATE DUCTILE IRON ASTM A536 70-50-05 R6 0-RING STEM QTY=3 NBR --------- R7 0-RING STUFFING BOX NBR --------- R8 THRUST WASHER DELRIN --------- R9 STEM AWWA GRADE C BRONZE ASTM B584 CDA 867 R10 HEX HEAD BOLTS & NUTS 304 STAINLESS STEEL --------- R11 I COVER BONNET DUCTILE IRON ASTM A536 70-50-05 R12 STEM NUT AWWA GRADE A BRONZE EPDM ASTM A584 CDA 844 R13 WEDGE DISC GATE CAST IRON & SiK COATED ASTM A126 CLASS B R14 0-RING COVER NBR --------- R15 BODY - ALL TYPES DUCTILE IRON ASIM A /0-50-05 R16 POST PLATE CAST IRON IASTM A126 CLASS B R17 PIPE PLUG (OPTIONAL) GALVANIZED --------- R1 R2 R3 R4 SI R6 R9 R7 R16 R11 R8 R14 FFT R12 R10 R13 R15 R17 G) G) (D 0 DWN: TRIJ 4" TH R U 12" M&H VALVE COMPANY DATE: 7/1/05 RESILIENT SEAT GATE VALVE ANNISTON,ALABAMA DWG. NO. C515—NRS—STYLE 7000 A DIVISION OF MCWANE INC. 7000 VALVE ASSEMBLY / MATERIAL LIST THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED,COPIED, OR REPRODUCED WITHOUT WRITTEN CONSENT.DESIGN AND INVENTION RIGHTS RESERVED. HD Fowler Company Submittal Sec. 130:Ln 142 Vendor:77720 LISTED 7572 WITH 2" SQUARE NUT U� F M NSF A.W.W.A Standard C515 7572—HW WITH HANDWHEEL APPROVED 7572—P WITH POST PLATE OPTIONAL K HANDWHEEL - - 2" SQUARE OPTIONAL POST PLATE MJ END IN ACCORDANCE TO ANSI/AWWA C111/A21.11 G I I D I E C F NUMBER & SIZE FLANGED END IN B - OF BOLTS ACCORDANCE WITH q H-FLANGED ENDS 125 LB. STD. DRILLING J-MJ END PER ASME/ANSI B16.1 VALVE SIZE A B C D E F G H J K WEIGHT 2" NUT **3 8 1/4 4 1/4 2 1/2 7 3/4 7 1/2 3/4 12 3/8 4-5/8 4-5/8 10 38 4 9 1/4 4 3/4 2 1/2 9 1/8 9 15/16 14 3/4 8-5/8 4-3/4 10 75 6 10 1/2 5 1/4 2 1/2 11 3/8 11 1 19 8-3/4 6-3/4 12 120 8 D 12 5/16 6 9/16 2 1/2 13 3/4 13 1/2 1 1/8 22 1/2 8-3/4 6-3/4 14 185 10 14 1/4 7 3/4 2 1/2 15 3/4 16 1 3/16 26 1/2 12-7/8 8-3/4 18 331 12 15 8 2 5/8 18 19 1 1/4 30 12-7/8 8-3/4 18 523 NOTE: 3" MANUFACTURED TO C509 SPEC, BUT MADE OF DUCTILE IRON *HANDWHEEL--ADD 6.5# (Y-4"), 7#(6"), 10#(8"), 16#(10" & 12") *INDICATOR POST PLATE ADD 16# (3"-12") ONLY *PALLET QUANTITIES 2" NUT: 30(3"), 40(4"), 21(6"), 8(8)", 6(10"), 4(12") *PALLET QUANTITIES HANDWHEEL: 30(3"), 40(4"), 21(6"), 8(8"), 6(10"), 4(12") *TURNS TO OPEN: 10(3"), 13 1/2(4"), 19 1/2(6"), 25 1/2(8"), 31 1/2(10"), 37 3/4(12") **3" to C509 spec but ductile iron DWN: TRIJ 3" THRU 12" M&H VALVE COMPANY DATE: 7/1/05 RESILIENT SEAT GATE VALVE ANNISTON,ALABAMA DWG. No. C515—STYLE 7572 A DIVISION OF MCWANE INC. 7572 FLANGE X MJ THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED, COPIED,OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. HD Fowler Company Submittal Sec. 130: Ln 149 Vendor:67810 GASKET MATERIAL SPECIFICATIONS RUBBER SHEET PRODUCTS: COMMERCIAL NEOPRENE COMMERCIAL BUNA WHITE FDA NITRILE GOOD OIL/GAS RESIST GOOD RESISTANCE TO OILS GOOD FOR ALL TYPES GOOD FOR BUMPERS, &AROMATIC FUELS OF FOOD PROCESSING SUPERIOR CHEMICAL PHARMACEUTICAL AND COSMETIC APPLICATIONS.• PADS&SEALING,RESISTS RESISTANCE PRODUCTS RESISTANT TO OILY ROT,CHECKING&CRACKING GOOD RESISTANCE TO &GREASY FOODS,NON-TOXIC BOTH OIL&WATER NON-MARKING NON-ALLERGENIC COLOR: BLACK BLACK WHITE THICKNESS(INCHES): 1132-2 1/32-1 1/16-I/4 DUROMETER HARDNESS/SHORE A+/-5: 60 60 60 TENSILE: 1300 900 1000 ELONGATION: 500 300 650 TEMPERATURE MAX: 170 F 170 F 220 F WEIGHT PER LINEAL FOOT(36"WIDE): 118-Z7 1/8-2.6 F8-2.8 FINISH: SMOOTH SMOOTH SMOOTH SPECIFICATIONS: -ASTM D-2000-86e -ASTM D-2000-86e FDA APPROVED'NON-TOXIC -SAE J200,I BC 609 -SAE J200,I BE 609 NON-ALLERGENIC/NON-MARKING -MIL R-3065,SC 609 GOOD OIL RESISTANCE RED RUBBER COMMERCIAL EPDM CLOTH INSERTED RUBBER APPLICATIONS: RECOMMENDED FOR LOW EXCELLENT FOR EXTREME PRESSURE—HEATING& TEMP/WEATHER PLUMBING(LOW COST) OZONE&CHEMICAL RESIST. EXCELLENT FOR AIR.HOT&COLD WATER. AGING,ABRASION& EXCELLENT ELECTRICAL TEAR RESISTANCE &DYNAMIC PROP'S SATURATED STEAM,LOW PRESSURE HYDRAULIC CONFORMS TO UNEVEN EXCELLENT RESISTANCE TO -EXCELLENT FOR CUSTOM CUTTING FLANGE SURFACES HIGH TEMP,ANIMAL&VEG OILS,STEAM& &OFF-SIZE APPLICATIONS OXYGENATED SOLVENTS COLOR: RED BLACK BLACK THICKNESS(INCHES). I B-3.5 1/16-1,4 1/16-1/4 DUROMETER HARDNESS/SHORE A+/-5: 75 60 65 TENSILE: 600 1000 400 ELONGATION: 20D 500 2D0 TEMPERATURE MAX: 170 F 220 F 170 F WEIGHT PER LINEAL FOOT(36"WIDE): Vit-3.5 1/8-2.2 N/A FIN I H: FABRIC FINISH SMOOTH SMOOTH SPECIFICATIONS: ASTM D-1330-66 -ASTM D-2000.86e FABRIC WEIGHT:4OZ CLASS 11 -SAE J200,3BA(608.708),C 12 FABRIC TYPE:POLYESTER ASTM D•2000 -MIL R-3065 OIL RESISTANCE:NONE TYPE AA -RS 608,Cl2 SPECIALTY SHEET PRODUCTS: SOFT-CHEM GRAPHOIL EXCELLENT RESISTANCE -ASBESTOS-FRF.1:.NO FIBERS, ! - CHARACT£RISTICS& TO CHEMICALS,MOSTLY BINDERS OR ADDITIVES APPLICATIONS: UNAFFECTED BY STEAM IMPERMEABLE TO GASES FIBROUS STRUCTURE &LIDQUIDS,RESISTS THERMAL CHIN BOLT&GASKET INC HIGH COMPRESSIBILITY SHOCK,EXC-SEALABILITY EXCELLENT CORROSION DOES NOT AGE,SHRINK RESISTANCE OR HARDEN,HIGHLY &IMPERMEABILITY CHEMICAL RESISTANT HOMOGENEOUS TANG INSERTED(316SS CREEP ASTM F380 212 F: 35%(1/32') 0.05 0.1 SEALABILITY ASTM F378 FUEL A: .002 ml/min ---- ---- GAS LEAKAGE DIN 3535/6: .02 milmin HOT COMPRESSION: THICKNESS DECREASE AMBIENT 3625 psi 37% -- -- THICKNESS DECREASE 572 F 290% COMPRESSIBILITY ASTM F36J: 60% 45%(50DD psi) 350/,(5000 psi) RECOVERY ASTM F36A: 12%min 2N45000PSI) 18°o(5000psi) TENSILE ASTM 152: 1500 psi 700 PSI 5000 psi VACUUM TQ FULL PRESSURE: 3000_psi _ -•- CHEMICAL RESISTANCE: 0.14 ph 0-14 ph 0.14 ph DENSITY: .95 g/cm3 62.41bs/ft3 62.4 Wit TEMPERATURE MAX: 500 F 900 F in air 900 F in air 1200 F(in slesm) 1800 F(inert media) PRESSURE MAX: 3000 psi 2000 psi 2000 psi TESTED BY ECOLE POLYTECHNIC 1/16": Gb psi 1260 98%minimum cARDON 98%minimum ■ 0.2 1200 ppm max TUTAL SULFURORIDES PP 120(1 m max LEACHADLE CHL GS .I 3.5 .50 m max 50 WM max CAIN BOLT GASKET,INC TECHNICAL MANUAL GASSPECALS HD Fowler Company Submittal Sec. 140: Ln 154 Vendor:84175 FLANGED FITTINGS ANSI/AWWA C110/A21.10 1" - 64" DUCTILE IRON FLANGED FITTINGS General Specifications Material Ductile Iron per ASTM A536 Pressure 250 PSI rating for 1"-48"sizes and 150 PSI rating for 54"-64"sizes Testing In accordance with ANSI/AWWA C110/A21.10 and UL,FM requirements Laying Length 2"-48" In accordance with ANSI/AWWA C110/A21.10 I ANSI B16.1 54"-64": In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per SIP design as noted in the catalog) Drilling In accordance with ANSI/AWWA C110/A21.10 I ANSI/AWWA C153/A21.53 I ANSI B16.1 Class 125 Flanges Cement lining In accordance with ANSI/AWWA C104/A21.4 Coating Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat red color outside (other coatings and linings are available on request/specified at time of order) Weight Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating Dimensions All dimensions are in inches unless noted otherwise. Installations Per ANSI/AWWA C600 and C111 Approvals 2"-24"UL Listed 12"-24"FM Approved 12"and higher UL/NSF Standards 61 2"and higher NSF/ANSI Standards 61 Approved for Drinking Water.Please consult SIP for detail listing and approvals. �!� AwwA BC j T r O �� FM APfRdVED O � �� I � aanaxueiam AMSVNBF it Technical Specifications B O L T S SIZE O.D. B.C. T HOLE DIA. NO. SIZE LENGTH *1 4.25 3.12 0.44 0.62 4 f 2 *1% 5.00 3.88 0.56 0.62 4 X 2 *2 6.00 4.75 0.62 0.75 4 % 2 Ya *2% 7.00 5.50 0.69 0.75 4 % 2 Yz 3 7.50 6.00 0.75 0.75 4 % 2 Yz 4 9.00 7.50 0.94 0.75 8 % 3 *5 1 10.00 8.50 0.94 0.88 8 % 3 M16 6 11.00 9.50 1.00 0.88 8 % 3% 8 13.50 11.75 1.12 0.88 8 % 3 Ya 10 16.00 14.25 1.19 1.00 12 % 4 12 19.00 17.00 1.25 1.00 12 %. 4 14 21.00 18.75 1.38 1.13 12 1 4 Yz 23.50 21.25 1.44 1.13 16 1 4 Yz 00 18 1 25.00 22.75 1.56 1.25 16 1'/a 5 u 20 27.50 25.00 1.69 1.25 20 1 Ye 5 3 24 32.00 29.50 1.88 1.38 20 1 Ya 5 Yx 30 38.75 36.00 2.12 1.38 28 1'/a 6'/ c 36 46.00 42.75 2.38 1.63 32 1 Yz 7 42 53.00 49.50 2.62 1.63 36 1 Yz 7 Yz 48 59.50 56.00 2.75 1.63 44 1%z 8 *54 1 66.25 1 62.75 1 3.00 2.00 44 1% 8'/z o *60 1 73.00 1 69.25 1 3.12 2.00 52 1% 9 *64 1 80.00 1 76.00 1 3.38 1 2,00 52 1 All dimensions are in inches unless noted otherwise. All weights are approximate in pounds unless noted otherwise. info@sipindustries.com HD Fowler Company Submittal Sec. 140: Ln 161 Vendor:85870 W �0 4'"_24" FIELD LOK 3500 GASKET o ® 2018 EDITION P3 FIELD LOK 3500 Gasket Restrained joint pipe and fittings are used in pressurized Ductile Iron pipelines to prevent the joints of the line from separating due to thrust forces.Thrust forces generally occur at changes of direction in the line.Usually,a calculated length of pipeline extending from the location of ANSI er-Ga C111/ints for Standard for the thrust force is restrained in the joints so that this force can be transmitted to the soil Rubber-basket Joints Fi for Ductile Iran surrounding the line.The entire pipeline is often restrained for installations in poor soil or for crit- ical lines. FIELD LOK 350 Gaskets are available in U.S.Pipe's FIELD LOK 350 Gasket has proven to be an extremely successful,trouble-free means 4"-24"sizes and the pressure rating is of joint restraint for well over one million Ductile Iron pipe and fitting joint assemblies across based on the performance requirements North America.By simply inserting a FIELD LOK 350 Gasket into the socket of a TYTON JOINT° of ANSI/AWWA CI11/A21.11. Pipe,Fitting or Valve,restraint is instantly achieved when the joint is assembled.Stainless steel locking segments vulcanized into the FIELD LOK 350 Gasket grip the pipe to prevent joint separation. FIELD LOK 350 Gaskets,utilizing patented improvements,are rated by U.S.Pipe for operating pressures up to 350 psi—a rating that now matches that of Pressure Class 350 pipe— giving the engineer and user new flexibility in designing piping systems. Underwriters Laboratories lists the V-24"sizes for 350 psi.Factory Mutual,utilizing a safety factor of 4,approves the 4"-16"sizes for 250 psi and the 18"-24"sizes for 200 psi service. With the use of the FIELD LOK 350 Gasket,push-on joint Ductile Iron MON JOINT Pipe or Fittings can be quickly and securely restrained as the joint is assembled.The restraint provided shall be a boltless,integral restraining system and shall be rated for 350 psi in accordance with the per- formance requirements of ANSUAWWA C111/A21.11.Field cut pipe are no longer a problem to restrain.No pipe surface preparation*or grooving is required for field cut pipe other than the cut end needing to be beveled as required for any push-on joint spigot end.With the FIELD LOK 350 Gasket in place,the joints are restrained without thrust blocks,bolts,grooves,rods,clamps or retainer glands,resulting in savings of labor,material and time. CAUTION:U.S.Pipe does not recommend FIELD LOH 350 Gaskets for use above ground. The long-term effect of cyclical movements can be gradual point separation to the point that the seal on the gasket bulb is compromised.Sources of cyclical movements include vibration as may be found on bridge crossings,and thermal expansion and contraction resulting from atmospheric temperature changes.These conditions are not experienced with buried pipe lines. *See note on page 5 regarding pipe with thick coatings or tape wrap. FIELD LOIN°,FIELD LOK3500, TYTOAr,TYTONJOINT'and TR FLEX` are Registered Trademarks of U.S Pipe and foundry Company. NOTE:If specifiers and users believe that corrosive soils will be encountered where products are to be installed,please refer to ANSI/AWWA C105/A21.5 Polyethylene Encasement for Ductile Iron Pipe Systems for proper external protection procedures. Pressure Rating:The working pressure rating of the FIELD LOK 350 Gasket Restrained Joint System does not exceed that of the working pressure rating of the pipe in which it is installed. U.S.PIPE FIELD LOK 350'GASKET BRO-080 REVISED 03.18 HD Fowler Company Submittal Sec. 140: Ln 162 Vendor:77720 SUGGESTED SPECIFICATIONS (Page 1 of 2) M&H AWWA C5O2 FIRE HYDRANTS o+♦ Model 129S ♦ Traffic Model ♦ 250 PSI Working Pressure—500 PSI Hydrostatic Test -AWWA ♦ UL/FM Approved GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502,latest revision. Fire hydrants shall be of the compression type,with the main valve opening against the pressure and closing with the pressure. The main valve opening shall be 5 '/4" in diameter. Fire Hydrant shall be of a dry barrel,dry top design. The nozzle section shall consist of two(2)hose nozzles and one(1)pumper nozzle or other as specified. RATING Fire hydrants shall be rated at 250 psi water working pressure,tested at 500 pounds hydrostatic for structural soundness in the following manner: 500 pound hydrostatic test supplied from the inlet side,first with the main valve closed for the testing of the valve seat: second,with the main valve open for testing of the drain valves and the hydrant barrel. Testing to be complete in accordance with AWWA C-502 and ULFM requirements. END Hydrants shall be connected to the main by a 6"fusion bonded,epoxy coated mechanical joint shoe. Mechanical joint shoes shall be fitted with strapping lugs. DESIGN The main valve seat of the hydrant shall be made of rubber and be supported by a one-piece bronze top plate/drain valve mechanism. Drain valves shall be faced with rubber. The bottom stem threads of the main valve rod shall be fitted with an epoxy coated,cast iron bottom plate, sealing Lower rod threads from the water. Changes in size or shape of the waterway(hydrant nozzles)shall be accomplished by means of easy curves. Exclusive of the main valve opening,the net area of the waterway of the barrel and the foot piece at the smallest part shall not be less than 120%of that of the net opening of the main valve. Hose and pumper nozzles shall be threaded and screwed into the nozzle section. And then mechanically locked to prevent turning. Hose and pumper caps shall be chained to the hydrant The hydrant shall be so designed that when it is in place,no excavation will be required to remove the main valve and movable parts of the drain valve. Further,the hydrant shall be of the type that can be extended without excavating. Hydrants shall be so designed that,in the event of accident,or breaking of the hydrant above or near grade level;the main valve will remain closed. The main valve rod shall be made in two stainless steel parts and fitted with a stainless steel breakable coupling at the ground line flange. The ground line connection between nozzle section and the barrel shall incorporate the use of traffic flange. This connection shall be so designed that the nozzle section can be rotated in any increment of 360°. The ground line connection between the barrel and nozzle sections shall have a rubber o-ring gasket to provide a seal. The operating threads of the hydrant shall be so designed as to avoid the working of any iron or steel parts against either iron or steel. The operating stem and operating nut threads shall be square or acme type. January 2017 / M&H C502 / Model 129S HD Fowler Company Submittal Sec. 140: Ln 162 Vendor:77720 SUGGESTED SPECIFICATIONS (,Page 2 of 21 DESIGN(cont.) Operating threads shall be lubricated at factory with food grade grease(unless specified to require oil as a lubricant). Access shall be provided to field lubricate the operating mechanism through the top of the op nut if grease is required(or through a brass oil reserve plug in the side of the bonnet if oil is required). The operating thread shall be scaled from water at all times when the valve is either in the opened or closed position. The operating rod shall be constructed of Stainless Steel and passes through the double "O"ring seal in the one piece bonnet. The bonnet shall be weather proof and utilize a weather shield integral with the external wrench operating nut. The operating nut shall be made of bronze with a self-lubricating design. Hydrants shall be of the dry barrel type and hydrant shoe shall have two positive self-acting non-corrosive drain valves that shall drain the hydrant completely by opening when the main valve is closed,and close tightly in accordance with AWWA C-502 requirements when main valve is open. The main valve assembly shall be seated in the hydrant with a bronze-to-bronze interface to facilitate removal of the main valve,should maintenance be required. The nozzle section shall consist of two-2 1/2"hose nozzles to the specified thread designation(NST or other,as specified)and one pumper nozzle 4%2"in diameter to the specified thread designation(NST or other,as specified),or other combination of nozzle outlets,including independent hose gate valves,as specified. Hydrant standpipe shall be ductile iron and single piece for all bury depths. All like parts of hydrants of the same size and model produced by the same manufacturer shall be inter- changeable. Hydrant shall open by turning to the(left or right). Direction of opening to be permanently marked on hydrant bonnet. Threads on hose and steamer nozzles shall be National Standard unless otherwise specified. Size and shape of operating nuts cap nuts shall conform to National Standard unless otherwise specified. Bury shall be(specify depth of bury)measuring depth from grade line to bottom of trench or connecting pipe. Auxiliary shut-off(isolation)gate valves,when required,shall be of the same manufacture as the hydrant. COATING The inside of all hydrants shall be coated in accordance with AWWA standards except for bronze and threaded machined surfaces. Exterior on hydrant nozzle section shall be painted Fire Hydrant Red(or as specified). Hydrant shoes shall have an interior and exterior thermosetting epoxy coating of 5 to 6 mils meeting AWWA C550. MARKINGS Hydrant shall be marked with the name of the manufacturer,size of valve opening,direction of opening and the year of manufacture all in accordance with the AWWA C-502. Country of origin to be cast on all major hydrant castings. SOURCE Hydrants shall be M&H Model 129S HD Fowler Company Submittal Sec. 140:Ln 162 Vendor:77720 M&H 5-I/4"MODEL 129S FIRE HYDRANT ITEM NO. QTY. Ili AL WEATHERSHIELD`tNll•nnx CAST IRON AS A--,1E26 TfLAISSB 1 2 3 1 FLAT HEAD CAP SCREW I12-13 X2" ELECTRO ZINC PLATED STEEL 3 1 OPERATING NUT BRASS ALLOT'Cx7N10 CNIW (SU.I 4 1 WEATHERPROOF O-RING#331 FPD.M 5 4 v 7 5 1 HOLD DOWN NUT BRASS.ALLOY Cx7x5cL CNY") cN44(0 6 1 SOCKET HEAD SET SCREW.HOLD DOWN NUT 1&8 STAINLESS STEEL TYPE E 7 1 THRUST WASHER NYLON 1 0 8 1 BONNET WITH OII.FILL PORT CAST IRON ASTM A-126.CLASS R 9 9 1 OIL RESEVIOR PLUG IW"NPT BRASS 10 2 ROWBONNET O-KING#218 BUNA-N 12 II 3 NOZZLESECTION'STAND PIPE O-RING#370 BUNA-N 12 6 BONNET%NOZ%LL CAP SCREWS 12-13x2-V4" ELLC-TKO ZINC PLATED STEEL 11 13 6 BONNET;NOZZLE NUTS l.^_-13 ELECTRO ZINC PLATED STEEL 14 2 HOSE NOZZLE CAP CAST IRON ASTM A-12D.CLASS B 13 IS 1 PUMPER NOZZLE CAP CAST IRON ASTM A-126.CLASS B 1 4-1 16 2 HOSE NOZZLE CAP GASKET RUBBER ASTM DOD 17 1 1 PUMPER NOZZLE CAP GASKET RUBBER ASTM D200D 2 A IN 2 HOSE.NOZZLE 2-In `'F BRASS ALLOY C97M IC836001 C844M 16-1 19 1 PUMP ER NOZZLE 4-I2" BRASS ALLOY C87850/C83600,C84400 21) 2 SOCKET"LAD SET SCREW,HOSE OUTLET 303.304 STAINLESS STEEL OR BRONZE 25 21 1 SOCKET HEAD SET SCREW PUMPER OUTLET 30.3 304 STAINLESS STEEL OR BRONZE 1 8-1 22 2 HOSE NOZZLE O-RING 4234 BUNA-N 23 1 PUMPER NOZZLE O-RING#250 BUNA-N 24 1 STAINLESS STEEL UPPER ROD 304 STAINLESS STEEL 0-21 28 25 1 INSTALLATION TAG 26 1 'S HOOK CHAIN ASSEMBLY FLE.CTRO ZINC PLATED STEEL 27 3 CHAIN ELECTRO ZINC PLATED STEEL 2-2 29 N 1 NOZZLE SECHON CAST IRUN ASTM A426,CLASS B 29 I STAINLESS STEEL BREAK COUPLING STAINLESS STEEL ASTM A$90 GRADE 4A 3D 2 CLEVIS PIN 410 COLD DRAWN STAINLESS STEEL 2L 30 31 2 RETAININGCLIP 410 COLD DRAWN STAINLESS STEEL v 32 8 SAFETY FLANGE BOLTS 98.11 x 4" ELECTRO ZINC PLATED STEEL 33 8 SAFETY FLANGE NUTS 5/8-1I ELECTRO ZINC PLATED STEEL ^1 34 2 SAFETY FLANGE CAST IRON ASTM LASS A-12 C B 27 3 35 1 STANDPIPE UPPER FLANGE DUCTILE IRON ASTM A-53 DE GRA '7OSOOS 36 1 I ISTANDPIPF SUB-ASSY DUCTTLE IRON PIPE 32 37 1 STAINLESS STEEL LOWER STEM 304 STAINLESS STEEL 38 8 SHOE HEX BOLTS 518-11 x 3" 1&8 STAINLESS STEEL TYPE E - 39 1 STANDPIPE LOWER FLANGE DUCTILE IRON ASTM A-536,GRADE 70-SOAK 1 1 4D 8 SHOE HEX NUTS S'&11 198 STAINLESS STEEL TYPE E 41 2 DRAIN VALVE FACING RUBBER MQH SPEC.NO.600 33 42 8 TOP PLATE RIVETS STAINLESS STEEL I" 34 I LOWER STEM PIN 3A x 2-1.18" 1&8 STAINLESS STEEL TYPED 44 1 SEAT RING ALUMINUM-BRONZE ALLOY ASTM B-148 C9550D 45 1 SEAT RING UPPER O-RING#2M BUNA-N 35 36 46 2 DRAIN HOLE BUSHINGS BRONZE ASTM B-135 47 1 SEAT RING LOWER O-RING#255 BUNA-N 48 1 RETAINER RING O-RING 0168 BUNA-N 49 1 RETAINER RING BRASS ALLOY C'871L50/C'834D0/C944M 50 1 UPPER VALVE PLATE ALUMINUM-BRONZE ALLOY ASTM B-148 C95500 37 51 1 O-RIN LOWER ROD SEAL BUNA-N 52 1 MAIN VALVE SEAT BUNA-N 14 53 1 LOWER VALVE PLATE LOCKING WASHER I& - 8 STAINLESS STEEL TYPE E �� .W I LOWER VALVE PLATE CAST IRON ASTM A-12C CLASS11 5S I SHOE,-MJ. IDUCEILF.IRON AL."A-536.GRADF.7Cx50415 _ 43 44 11 39 MEETS OR EXCEEDS AWWA C502 45 40 250 PSI WORKING PRESSURE AWWA 46 48 200 PSI WORKING PRESSURE UL/FM _ ,' 500 PSI HYDROSTATIC TEST PRESSURE 47 49 50 NSF �� FM 51 55 52 53 54 T"S DS#O.AND All.INFO UNAlION IS OUR PROPERTY AND SEIRSI NOT Y USED.COPIED.OR RItRODU ft~Uf WRITIFsI CONSEM.DESIGN..IMVFMION tIGMIS RFSEtVFO M&H VALVE COMPANY DRAW KJ 129-S 5 1 /4" HYDRANT - S/S RODS ■■■��. ��, Dare: 03/06/2017 A DIVISION & COUPLING, OIL FILL BONNET NF INC.0 BOX p86 ANNISTON AIASAMA 36M No. FH-129S HD Fowler Company Submittal Sec. 140: Ln 163 Vendor:72810 =13 (D o � � c_nQC_n � � Dc, Cn , ruin = �l E -0 N = N O � O N 00 (D O O0 D O D = D y N � N n N — N : (D (D � O � (D n cn _Cn O a (D (n Q � Z (D 9 (n (D (n N n) (l ° ^ (D p O N 0 Q c � � � � 3 (D U) � � O _ 3 -co v v — 3 cn cn w (n � 3 Tt (D m Z a m N = T -0 -'-o ° � v M n v n� < 3 n v 0) a) Z = m (n v ° c m (n v — v (n w — _ ' cD w G) D 0 3 N n m m _l CO O — c (D M c < n @O D �to Z X oufDiQQ0Zr a � v �' °' ivy � N) O ° a :3 (D ° -0 n (D D W y a CD n Cn N p = (D (�D 0 3- U O Z o .-. _ (n 3 o v (D N o v v o o Q� O N c S n Q O= `< c 7 N Z c7 O n 7 fn c. 3 m W w � 3 ° (n v W 0O 0 N N D � — - o (D c N v Q —� 3 4 v = 3 r- v CDC Q3 = O m g v (D 3 CL � (D �. N _ ° (D -0 Cf) co C7 3 T. (n co o (D (n -1 iD O r < ZY D g N �' n (n W 3 3Z O < z (n n, 0 3 (u c m 3 co 3 co Z �• ' C O n p —"(n (n N d N p3j m N .0 (Ji Q 3 � O 3 Q ON n < O C (D (D O v 0 0 0 O N = ° <' O (O -0 (n 7 v W n CD < 3 cn ° B O O v O - Z v < CI 3 (DD 00 _ (NN Q 3 N (D V (D ? a 3 O S ET ¢l O Q W 0 UP O N W O ' z tv ` r; CU N O (Z x n 2 a //�D T y r O�— 3 � w O v °x (D 2 k Cf) D D �. a ~ o -0 zU � (D I :Z C y Cn x `° a � m �l? C/) \ II v - N U) D N ¢ C)7 -n o CD X m a (D . - c D ---- HD Fowler Company Submittal Sec. 150: Ln 173 Vendor:70790 SUBMITTAL INFORMATION Ballcorp Corporation Stops - (FB1100-x-NL style) MALE IRON PIPE THREAD INLET BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET Molded EPDM Rubber Seat with Reinforcin Body Outlet Threads Ring Supports the Ball Beveled EPDM rubber gasket Solid One Piece Tee-Head and Stem provides hydraulic seal Dual EPDM O-rings in the Stem \ EPDM O-Ring Integral clamp contains machined grooves for axial restraint Male Iron Pipe Thread \ ► — /Pack Joint Nut Inlet Outlet Stainless Steel Screw Activates Clamp Fluorocarbon-Coated Brass Ball Anti-Friction Washer Length Image shown above is an FB1100-4-NL. VALVE SIZE INLET SIZE OUTLETSIZE VALVE BODY OUTLET APPROX. PART ✓SUBMITTED LENGTH THREADS WT.LBS NUMBER ITEM S 3/4" 3/4" 3/4" 4-19/64" 3/4"Flare Copper 1.6 FB1100-3-NL 3/4" 314" 1" 4-7/16" 1"Flare Copper 1.8 FB1100-34-NL 1" 1" 1" 4-1/2" 1"Flare Copper 2.2 FB1100-4-NL 1" 1" 1-1/4" 4-5116" 1-1/4"Flare Copper 3.3 FB1100-45-NL 1-114" 1-1/4" 1-1/4" 5-25/32" 1-1/4"Flare Copper 4.5 FB1100-5-NL 1-1/4" 1-1/4" 1-1/2" 5-39/64" 1-1/2"Flare Copper 5.1 FB1100-56-NL 1-1/2" 1-1/2" 1-112" 6-25/64" 1-1/2"Flare Copper 6.1 FB1100-6-NL 1-1/2" 1-1/2" 2" 6-25/64" 2"Flare Copper 8.3 FB1100-67-NL 2" 2" 2" 7-1/2" 2"Flare Copper 9.8 FB1100-7-NL 2" 2" 2-1/2" 7-31/32" 2-1/2"Flare Copper 11.0 FB1100-78-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. or FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Ends are integral or secured with adhesive to prevent unintentional disassembly • 300 PSI working pressure The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current The Ford Meter Box Company, Inc. Submitted By: I I I P.O. Box 443,Wabash, Indiana U.S.A. 46992-0443 Phone:260-563-3171 / Fax: 800-826-3487 Overseas Fax:260-563-0167 www.ford meterbox.com 08/31/17 HD Fowler Company Submittal Sec. 150:Ln 174 Vendor:70790 SUBMITTAL INFORMATION u u� Stainless Steel Inserts - (INSERT-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (SIDR7 PEP) OR TUBING (PET) J Dimple 1S Flange�OE Dimple 70 Series For Polyethylene Pipe (PEP) CATALOG NOMINAL PEP 6/SUBMITTED NUMBER SIZE ID LENGTH ITEM(S) INSERT-71 3/4" 0.824 1-11/16" ** INSERT-53-72 1" 1.049 2-5/16" ♦*** INSERT-53-72-Q 1" 1.049 1-31/32" INSERT-73 1-1/4" 1.380 2-5/16" INSERT-74 1-1/2" 1.610 2-59/64" INSERT-75 1 2" 2.067 2-15/16" 50 series For Polyethylene Tubing (PET) CATALOG NOMINAL PET ✓SUBMITTED NUMBER SIZE ID LENGTH ITEM(S) INSERT-51 3/4" 0.681 1-35/64" INSERT-52 1" 0.875 1-43/64" ** INSERT-53-72 1-1/4" 1.069 2-5/16" ♦*** INSERT-53-72-Q 1-1/4" 1.069 1-31/32" INSERT-54 1-1/2" 1.263 2-15/16" INSERT-55 2" 1.653 2-15/16" ♦ INSERT-54-Q 1-1/2" 1.263 2-7/16" ♦ INSERT-55-0 2" 1.653 2-7/16" " INSERT-53-72 fits 1-1/4"plastic tubing(1.069 I.D.), 1"plastic pipe(1.049 I.D.),and 1"IPS HDPE(1.055 I.D.). *' INSERT-53-72-Q fits 1-1/4"plastic tubing(1.069 I.D.)and 1"plastic pipe(1.049 I.D.). ♦These inserts are specifically designed and required for Quick Joint fittings.They are not interchangeable with other Compression Fittings. FEATURES • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing • Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-926) • Dimpled and flanged to retain placement within the service line • Key lock construction with a minimum of two key locks to maintain solid structural integrity • Manufactured in the United States of America Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I 1 P.O. Box 443,Wabash, Indiana U.S.A.46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 11/28/18 HD Fowler Company Submittal Sec. 150: Ln 175 Vendor:65670 ADS POLYFLEX POTABLE WATER SERVICE TUBING (CTS) PIPE SPECIFICATION Scope This specification describes ADS PolyFlex Potable Water Service Tubing (CTS) pipe SDR 9 for use in potable water service applications. Pipe Requirements ADS potable water service pipe shall meet the requirements of ASTM D2737, AWWA C901 and NSF/ANSI Standards 14 and 61. Pipe dimensions shall meet Copper Tubing Size (CTS) standards. Material Properties Tubing material shall be high-density polyethylene conforming to the minimum requirements of cell classification 445574C CC3 or 445574E CC3 as defined and described in ASTM D3350. The resin shall have a material designation code of PE4710 by the Plastic Pipe Institute. Disinfection/Maintenance The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. Installation Installation is similar to other flexible pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for this application. Tubing Properties SDR 9 Outside Diameter 0.875 ±0.004 1.125 ±0.005 1.375 ±0.005 1.625 ±0.006 2.125 ±0.006 (22.2 ±0.10) (28.6 ±0.13) (34.9 ±0.13) (41.3 ±0.15) (54.0 ±0.51) Wall Thickness 0.097 +0.01 0.125 +0.012 0.153 +0.015 0.181 +0.018 0.236 +0.024 (2.5 +0.25) (3.2 +0.30) (3.9 +0.38) (4.6 +0.46) (6.0 +0.61) Pressure Rating @ 73'F 250 250 250 250 250 (1724) (1724) (1724) (1724) (1724) Weight 46 ±2 78 ±3 125 ±4 162 ±4 275 ±5 (151 ±7) (256 ±10) (410 ±13) (531 ±13) (902 ±16) C;ADS, Inc., February 2024 HD Fowler Company Submittal Sec. 150: Ln 178 Vendor:70790 SUBMITTAL INFORMATION FORD Pack Joint Coupling - (C44-xx-NL style) TJ—�1-� PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) BOTH ENDS Pack Joint Nuts for CTS Beveled EPDM rubber gasket provides hydraulic seal J Integral clamp contains machined grooves for axial restraint Pack Joint Size Pack Joint Size Stainless steel screw Length Anti-Friction Washer activates clamp DESCRIPTION LENGTH APPROX. PART ✓SUBMITTED P.J.FOR CTS P.J.FOR CTS WT.Los NUMBER ITEM(S) 1/2" 1/2" 1-7/8" .8 C44-11-NL 1/2" 5/8" 2" .9 C44-12-NL 1/2" 3/4" 2" .8 C44-13-NL 1/2" 1" 2-5/16" 1.0 C44-14-NL 5/8" 5/8" 2-3132" 1.0 C44-22-NL 518" 3/4" 2-3/32" .9 C44-23-NL 5/8" 1" 2-1/8' 1.0 C44-24-NL 3/4" 3/4" 2-3/32" .9 C44-33-NL 314" 1" 2-1/8' 1.0 C44-34-NL 1" 1" 2-1/4' 1.1 C44-44-NL 1" 1-1/4" 1-15/16" 1.4 C4445-NL 1" 1-1/2" 2-5/8' 2.1 C4446-NL 1-1/4" 1-1/4" 2-1/2' 2.1 C44-55-NL 1-1/4" 1-1/2" 3-1/4' 2.8 C44-56-NL 1-1/2" 1-1/2" 3-3/8' 3.1 C44-66-NL 1-1/2" 2" 2-15/32" 3.6 C44-67-NL 2" 2" 3-1/2' 4.5 C44-77-NL 2-1/2" 2-1/2" 4" 7.1 C44-88-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. 0 The Ford Meter Box Company, Inc. Submitted By: I I I P.O. Box 443,Wabash, Indiana U.S.A.46992-0443 Phone:260-563-3171 / Fax: 800-826-3487 Overseas Fax:260-563-0167 www.fordmeterbox.com 06/20/17 HD Fowler Company Submittal Sec. 150: Ln 179 Vendor:70790 SUBMITTAL INFORMATION Pack Joint Coupling - (C84-xx-NL style) MALE IRON PIPE BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads Beveled EPDM rubber gasket Pack Joint Nut Integral clamp contains machined provides hydraulic seal grooves for axial restraint MIP Size _ PJ Size Stainless steel screw activates clamp Length Anti-friction ring DESCRIPTION APPROX. PART ✓SUBMITTED MALE IRON PIPE P.J.FOR CTS LENGTH WT.LBS NUMBER ITEM(S) 1/2" 1/2" 2" 0.5 C84-11-NL 1/2" 5/8" 2-1/16" 0.8 C84-12-NL 1/2" 3/4" 2-1/16" 0.8 C84-13-NL 3/4" 1/2" 2" 0.8 C84-31-NL 3/4" 5/8" - 0.7 C84-32-NL 3/4" 3/4" 2-1/4" 0.6 C84-33-NL 3/4" 1" 2-3/8" 0.7 C84-34-NL 1" 5/8" 0.7 C84-42-NL 1" 3/4" 2-3/8" 0.7 C84-43-NL 1" 1" 2-9/16" 0.8 C84-44-NL 1" 1-1/4" 2-1/2" 1.2 C84-45-NL 1" 1-1/2" 2-9/16" 1.8 C84-46-NL 1-1/4" 1" 2-9/16" 1.4 C84-54-NL 1-1/4" 1-1/4" 2-9/16" 1.4 C84-55-NL 1-1/4" 1-1/2" 3-1/4" 1.8 C84-56-NL 1-1/2" 1-1/2" 3-1/4" 2.0 C84-66-NL 1-1/2" 2" 2-15/16" 2.6 C84-67-NL 2" 2" 3-1/4" 3.1 C84-77-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I I P.O. Box 443,Wabash, Indiana U.S.A.46992-0443 Phone:260-563-3171 / Fax:800-826-3487 Overseas Fax:260-563-0167 www.fordmeterbox.com 02/09/15 HD Fowler Company Submittal Sec. 150: Ln 180 Vendor:70790 SUBMITTAL INFORMATION 70 Series Coppersetter - (VBH77-xxB-11-77-NL style) ANGLE BALL VALVE BY ANGLE CHECK VALVE (2" METER) FEMALE IRON PIPE THREAD INLET AND OUTLET Angle Ball Angle Check Valve Meter Valve \ / z 17"Meter Spacing � Meter Support Bracket e Height Bypass Ball Valve Copper Tube 2"� FIP Inlet / 1-1/4" Brace Eye FIP Outlet 28-11/16" SERVICELINECONNECTION HEIGHT APPROX.WT.Las. CATALOG NUMBER ✓SUBMITTED ITEM(S) FIP INLET FIP OUTLET 12" 32 VBH77-12B-11-77-NL 15" 33 VBH77-15B-11-77-NL 18" 34 VBH77-18B-11-77-NL 2" 2" 21" 34 VBH77-21B-11-77-NL 24" 35 VBH77-24B-11-77-NL 27" 35 VBH77-27B-11-77-NL 36" 38 VBH77-36B-11-77-NL 42" 40 VBH77-42B-11-77-NL FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Certified to NSF/ANSI/CAN Standard 61 and NSF/ANSI/CAN Standard 372 where applicable • Copper conforms to ASTM B75 or B88, UNS C12200 • All Ford" Setters are assembled with lead-free solder • 2-1/8" copper risers provide more flow capacity • Bracing eyes are standard • Meter support brackets are standard Optional High Bypass - add "HB° following the height. Example: VBH77-12HB-11-77-NL • Padlock wing is standard on all angle meter ball valves or key valves The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. Our standard warranty applies. The Ford Meter Box Company, Inc. Submitted By: I I I P.O. Box 443, Wabash, Indiana U.S.A.46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 09/07/23 HD Fowler Company Submittal Sec. 150: Ln 182:Sec. 150: Ln 183 Vendor:67710 Oldcastle Enclosure Solutions WaterILCARSON Plastic Heavywall 1730BCF 12"BODY: Material: HDPE Model: 17"x 30" Weight: 25 lbs ' - - Wall Type: Straight Mouseholes: 0-4 Performance: ANSI/SCTE-77 Tier 8,WUC 3.6, ASTM C857 A-8,Exceeds 20,000 lb minimum load failure 12. 18"BODY: Material: HDPE Model: 17"x 30" Weight: 33 Ibs Wall Type: Straight Mouseholes: 0-4 1 Performance: ANSI/SCTE-77 Tier 8,WUC 3.6, ASTM C857 A-8,Exceeds 20,000 lb minimum load failure Medium Duty: Non-deliberate Traffic For use in non-vehicular traffic situations only. Actual load rating is determined by the "Cover comes standard with permanent markings for manufacturer,load rating,model size and manufacturing location box and cover comblretron- Neights and dimensions may vary slightly Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Rev 10/2016 02016 Cld�tle,Inc. 1 • HD Fowler Company Submittal Sec. 150:Ln 182:Sec. 150: Ln 183 Vendor:67710 Oldcastle Enclosure Solutions CARSON Plastic Heavywall 1730BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket(undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: Flush Solid Cover ram' Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket 4! 0 Ductile Iron Max View Cover Raw Material ""ate"O"OP" ASTM Test Method TypicalVarue' Type,Class.Category D 1248 III,A.3 Specifications: Density,g/crn' ---- D1505 — 0.950 min.,not to exceed 0.965 Tensile Strength,at break,psi D 638 3,000 to 4,400 Elongation,at break,% D 638 400 Tensile Impact,ftatKnr D 1822 27 Flexural Modulus,psi D 790 120,000 min.,not to exceed 240,000 Low Temperature Brittleness,F50,at"C D 746 r76 Hardness,Shore D D 2240 es Deflection Temperature,at 66 psi.-F D 648 150°min.,rat to exceed 200' Electrical Dielectric Strength,Wnril D 149 400 min.,not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 less than 1%weight change The vak a listed tar physical property rreasraements ere r—W va/rs n* Cedavr phy—iii property rneaSreemenf9-,sub,ec:to vanstans crosbfenf with ft test meffgds end are wow a gwwWy wp pred w9e for&xh vanes 0 4}�_ M❑ Product Load Medium Duty:Non-deliberate Traffic Rating: ,¢ For use in non-vehicular traffic situations only. Note: Actual load rating is determined by the box and cover combination.Weights and dimensions may vary slightly Q_ All information contained on this sheet is current at the time of printing. Okicastle Precast,Inc.reserves the right to discontinue or update product Information without notice. Rev 10/2016 02016 oldcastle,Inc. 1 • HD Fowler Company Submittal Sec. 150:Ln 184 Vendor:70790 SUBMITTAL INFORMATION Pack Joint Coupling - (C14-xx-NL style) FEMALE IRON PIPE THREAD BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Iron Pipe Threads Beveled EPDM rubber gasket Integral Clamp Contains provides hydraulic seal Machined Grooves for Axial Restraint FIP Size — PJ Size I� Length Anti-friction washer Stainless Steel Screw Activates Clamp DESCRIPTION APPROX. PART ✓SUBMITTED FEMALE IRON PIPE P.J.FOR CTS LENGTH WT.LBS NUMBER ITEM(S) 1/2" 1/2" 1-9/16" 0.4 C14-11-NL 1/2" 3/4" 1-5/16" 0.5 C14-13-NL 3/4" 1/2" 1-3/4" 0.6 C14-31-NL 3/4" 3/4" 1-5/16" 0.6 C14-33-NL 3/4" ill 1-3/4" 0.7 C 14-34-N L 3/4" 1-1/4" 1-7/8" 1.3 C14-35-NL 1" 3/4" 1-13/16" 0.7 C14-43-NL 1" 1" 1-7/8" 0.9 C14-44-NL 1" 1-1/4" 1-13/16" 1.1 C14-45-NL 1-1/4" 1" 1-13/16" 0.9 PJA4-44-C14-54-NL 1-1/4" 1-1/4" 1-15/16" 1.4 PJA4-45-C14-55-NL 1-1/4" 1-112" 2-1/8" 1.7 PJA4-46-C14-56-NL 1-1/2" 1-1/2" 2-7/16" 2.3 C14-66-NL 1-1/2" 2" 2-1/2" 2.6 C 14-67-N L 2" 1-1/2" 3-1/4" 2.5 C14-76-NL 2" 2" 2-1/4" 2.8 C14-77-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I i P.O. Box 443,Wabash, Indiana U.S.A.46992-0443 Phone:260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 12/12/14 HD Fowler Company Submittal Sec. 160:Ln 189:Sec. 160: Ln 190:Sec. 160:Ln 191:Sec. 160: Ln 192:Sec. 160:Ln 193:Sec. 160: Ln 197 Vendor:77670 Certificate of Compliance Specifications & Compliance Guide Brass Threaded Fittings Malleable Iron Fittings ASTM B62-93-93(C83600)85-5-5-5 ASTM A197,ASTM A153 ANSI/ASME 61.20.1 �. ASME 16.3, ASME B16.34 - ANSI/ASME 616.5 ASME B1.20.1,ASME 616.39 ANSI B16.18, B16.3 Class 125 Coating ASTM A164 LS or UL/FM Listed&Approved- EX15226 ASTM Al65 NS S1255 Fed Spec. WW-P460C MSS-SP-106 t UUFM Listed&Approved- EX15174 ASTM B584-93B Union WW-U-5116-B, EX9172l Unions WW-U-516B ` Others GS143,JIS H-0401 NSF-61 Approved BS 21 DIN 2999 ASTM B 584 (Lead Free) All fittings pressure tested to 300#Class Galvanized Fittings meet NSF-61 Brass Threaded Flanges ASTM B62 Merchant Steel Couplings ASME B16.24 ^ ASTM A865,ANSI/ASME 131.20.1 ASME 131.20.1,Class 150 ASME/ANSI B16.4 API Line API 56 Brass Threaded Nipples FED Spec WW-P-404 ASTM B43 _ XH AAR, Recessed and ANSI B1.20.1.WW-N-351 """ Non recessed ANSI/ASTM B687-96 NSF-61 Approved+ �- Seamless Sch. 80 Nipples ASTM A 106 Cast Iron Flanges > > ASTM A733 ASTM Al26 1 ASME B1.20.1 ASTM A48, ASME 16.1 J ASME B1.20.1 b Stainless Steel Fittings NPT Threads Conform to ASME B1.20.1 Cast Iron Fittings ! Casting Conforms to ASTM A351 ran ASME B16.4 Class 125 i ASTM Al RoHS & MSS SP-114 Compliant - ,,.: . ASME 131.20.1 Stainless Steel Nipples Copper Fittings Conforms to ASTM A312 NSF/ANSI 61 Compliant Dimensions & Ends Conform to ASTM A733 IAPMO Approved Threads Conform to ASME 131.20.1 All Threads Conform to ASME 131.20.1 NSF /ANSI 372 �- Manufactured to Meet ASME B16.22& MSS SP104 RoHS Compliant Material Specifications to ASTM B75 (UNS C12200) Steel Welded Nipples Forged Steel Fittings Sch. 40 &80 ASME A105, ASTM 182 (F301, F304L, F316, F316L, Galvanized Nipples-NSF Approved F304H, F316H. F317L, F321, F11. F22, F91) ASTM A733,ASTM A53 ASME B16.11 ASME 81.20.1 ASME 131.230.1 MSS-SP-79/83,95/97 Normalized r� 2000 lb., 3000 lb., and 6000 Ib. 1 4 Threaded and Socket Weld MATCO-NORCA Global sourcing.National compliance.Local service. Modified 121412019 HD Fowler Company Submittal Sec. 160: Ln 194 Vendor:90850 ZV Mode1 350XL WI� Double Check Valve Assembly Application Ideal for use where Lead-Free*valves are required. Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the } water supply.Assembly shall provide protection where a a potential health hazard does not exist. Standards Compliance(Horizontal&Vertical) • ASSEO Listed 1015 B P IAPMOO Listed C CSAO Certified B64.5 C AWWA Compliant C510 NSF/ANSI 61 • Approved by the Foundation for Cross Connection XL LEAD FREE Control and Hydraulic Research at the University of Options Southern California • less shut-off valves Suffixes can be combi UL®Classified only) ned ( Y) wl u o a valves s an ar • C-ULO Classified(less shut-off valves only) ❑ L less ball valves,male pipe thread • Meets the requirements of NSF/ANSI 61* ❑ S with Model SXL lead-free bronze"Y"type '(0.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) strainer L FT witn integral male are tiAh testfitting Materials Main valve body Low Lead Cast Bronze, ASTM B 584(3/4-1") Accessories Housing Reinforced Nylon ❑ Repair kit Fasteners Stainless Steel,300 Series ❑ Thermal expansion tank(Model XT) Elastomers Silicone(FDA Approved) ❑ QT-SET Quick Test Fitting Set Buna Nitrile(FDAApproved) ❑ Winterizing Blow out/Flush fitting(RK34-350BOF, Internals Delrin ❑ RK1-350BOF or RK114-350-375BOF) Springs Stainless Steel,300 series Ball Valves Low Lead Cast Bronze,ASTM B 584 Struts Stainless Steel,300 Series Handles Stainless Steel,200 Series Features Sizes: 3/4", 1", 1-1/4",1-1/2" 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI OPTIONAL LEAD-FREE STRAINER End connections Threaded ANSI 131.20.1 (MODEL SXL) H �I tC0 _ o 2 lFB2 t< A C�A D G (3/4"-1") G (1-1/4"-2") Dimensions&Weights(do not include pkg.) DIMENSIONS(approximate) WEIGHT MODEL 350XL B LESS WITH SIZE A LESS BALL C D E F G H BALL BALL VALVES VALVES VALVES in. I mm in. mm in. mm in. mm in. mm in. mm in. imm in. mm in. mm lbs. I kg lbs.I kg 3/4 20 11 279 65/8 168 1 718 48 3314 95 3 76 11/4 32 151;8 384 11 7116 291 2.3 1.0 4.3 2.0 1 25 12 1/4 311 7 178 2 1/16 52 4 118 105 3 1/4 83 1 3/4 45 17 431 12 5/16 313 3.0 1.4 6.012.7 1-1/4 32 14 7/8 378 14 3/8 367 3 1/8 80 6 1/4 15913 3/4 95 21/4 57 201/2 5211 18 1/2 470 17.2 7.8 19 18.6 1-1/2 40 15 1/4 387 14 3/8 367 3 1/8 80 61/4 159 3 3/4 95 2 1/4 57 1 22 5591 20 1/4 514 17 7.7 20 9.1 2 50 16 406 14318 367 3 1/8 80 61/4 159 3 3/4 95 2 1/4 57 1 24 6091 20 3/4 527 18 8.2 22 10 Zurn Industries,LLC I Wilkins Rev.J 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805.238-5766 Date:2/19 In Canada I Zum Industries Limited Document No.BF-350XL 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 Patent No.7,434,593,7,784,483,&7.905,250 Product No.Model 350XL WWW.ZUM.COM Page 1 of 2 HD Fowler Company Submittal Sec. 160:Ln 194 Vendor:90850 Flow Characteristics O Rated Flow(established by approval agencies) MODEL 350XL 3/4"&1"(STANDARD&METRIC) FLOW RATES(Ils) j 0.00 1.26 2.52 3.79 5.05 d15 3/4"(20mm) 1"(25mm) 103 n US 10 69 10 O 0 J uj rc 5 34 to to 0 0 co UJI w X 0 20 40 60 80 a IL FLOW RATES(GPM) MODEL 350XL 1-1/4",1-112"&2"(STANDARD&METRIC) FLOW RATES(I/s) 0.0 3.2 6.3 9.5 12.6 15.8 N 15 103Y a 2"(50mm) -� 1-1 r4"(32mm) to 010 t-v2^(40mm 69 Q J J W C 5 34 j 7 to rn N lu 0 0 LU IL 0 50 100 150 200 250 a FLOW RATES(GPM) Typical Installation Capacity thru Schedule 40 Pipe Local codes shall govern installation requirements.To be installed in accordance with the manufacturers'instructions and Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 fUsec the latest edition of the Uniform Plumbing Code.Unless other- 1/2" 5 7 9 14 wise specified,the assembly shall be mounted at a minimum of 3/4" 8 12 17 25 12"(305mm)and a maximum of 30"(762mm)above adequate 11' 13 20 27 40 drains with sufficient side clearance for testing and mainte- nance.If installed below grade,be certain adequate drainage is 1 1/4" 23 35 47 70 provided to prevent the device from being submerged. 1 1/2" 32 48 63 95 2" 52 78 105 167 PROTECTIVE OPTIONAL LEAD-FREE STRAINER ENCLOSURE (MODEL SXL) �• if I i I , O I , Z "MIN 2 I 3D'MAY S Y- tli�lll III II Ili I II'II II I_I I I-II I 'I i i I I I III I' 71 II �II!IIIIIII IIIIiIiJI �I�I II IIIII" III � II DIRECTION OF FLOW , INDOOR INSTALLATION OUTDOOR INSTALLATION Specifications The Double Check Valve Backflow Preventer shall be certified to NSF/ANSI 61,shall be ASSE®Listed 1015, rated to 180°F, and supplied with full port ball valves.The main body shall be low lead Bronze for sizes 3/4"& 1",and Nylon for sizes 1-1/4"to 2".The housing shall be reinforced Nylon and the seat disc elastomers shall be silicone(FDA Approved). The first and second checks shall be accessible for maintenance without removing the device from the line.The Double Check Valve Backflow Preventer shall be a ZURN WILKINS Model 350XL. Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805.238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 WWW.ZUM.COM Page 2 of 2 PRE-CONSTRUCTION MEETING AGENDA Community and Economic Development City of Arlington • 18204 591h Avenue NE• Arlington,WA 98223 • Phone(360)403 3551 Project Name: Wet Rabbit Express Carwash Project No.: PWD#3732 Date: 9/10/2024 Contractor: Saybr Contractors,INC Superintendent:Jose Villa Ph.No.: 253-365-3538 The purpose of this meeting is to provide the most common inspections and noteworthy information.This meeting is not intended to be all-encompassing. It is the responsibility of the Owner,Developer and Contractor to adhere to the approved plans,verify compliance with the City of Arlington Municipal Code,Public Works Design and Construction Standards,International Code Council(ICC), applicable local,state and federal requirements or any order,proclamation,guidance or decision of the Governor. INSPECTIONS • INSPECTIONS(360-403-3417) MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE • Inspections are Monday-Friday with exception of Local,State or Federal Holidays. Building,Storm and Civil Inspections-8 am to 4:30 pm;Water or Sewer inspections-8:00 am to 3:30 pm • To cancel or modify an inspection-Building,Storm or Civil call 360-403-3433;Water or Sewer call 360-403-3526 • It is the responsibility of the Owner,Developer and Contractor to call and arrange for appropriate inspections.Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work. • Failure to call for inspection may result in work being left exposed and/or removed and reconstructed • Re-inspections may be charged at$127.00 per hour,Y2 hour minimum for failure to call for inspection. Submittal Documents06 0 Contractor contacts and 24 hr.emergency numbers: Copies of other agency permits or proof that the Jose Villa 253-365-35387 Kathryn Horwirz 253-365-3144 application is in progress: 0 Proof of insurance listing the City of Arlington as additional 0 One week prior to the pre-construction insured:GSARASWATHI meeting.Submittals for all materials and Q Performance Bond must be on file:67171177 subcontractor approvals: DISCUSS AT PRE-CON AS NECESSARY 0 Contractor's License:-Exp:06/30/2026 0 SAYBRCI033L7 City of Arlington Business License:#601795367 0 Testing Company Name and Contact Information: 0 CESCL Name:Jose Villa EXO-3-1112305 Zipper Geotechnical CESCL#: Exp.: 11/13/2026 O Drafts of easements and dedications must be in for review: Need separate legal and exhibit map for City Council Approval-REQUIRED WITH AS-BUILT SUBMITTAL 0 Contact State Historical Preservation Officer and Stillaguamish Tribe if required per Land Use Permit Stillaguamish Tribe of Indians-THPORstillaguamish.com Dept.of Archaeology Historic Preservation 360-586-3065 Kerry Lyste Ph.: 360-572-3072;klysteC@stillaguamish..com Sam Barr Ph.: 360-622-7055; sbarr(@stillaguamish.com 0 City of Arlington Design and Construction Standards and Specifications. (available online) 0 Construction Work Hours-Monday-Saturday 7 am to 7pm.No Sundays City recognized or Federal Holidays UPCOMING HOLIDAYS-SEE FULL LIST OF 2024 FEDERAL HOLIDAYS 0 Binders and approved plans shall be kept onsite 0 As-built plans will be required-submit contractor redlined plans with as-built submittal MISCELLANEOUS: 1. Bulk Hydrant Use- 360-403-3526 2. Call for Locates 3. Planting schedule and methods 4. Onsite inspection prior to and during planting 5. Inspect final grade for lawn installation (Hydro-seed/sod) 6. Verify root barrier installation 7. Planting methods&before planting mulch installation 8. Staking&top mulch installation GENERAL CIVIL AND STORM DRAINAGE REQUIREMENTS: 9. Keep road clean and overall site. 10. Dust control required. 11. Maintain construction entrance -use railroad ballast-no spawls. 12. Silt fence as needed-contact for tailgate discussion. 13. All grouting shall be inspected inside and out. 14. Sand collars required unless otherwise specified. 15. All risers to be wet set and mudded inside and out. 16. All infiltration areas to be inspected before cover. 17. Provide protection for all infiltrating materials/amended soils,railroad ballast,drain rock 18. ECO Pans required for concrete clean up or approved wash down area with water tight containment. 19. Roadway pavement patches for cuts in City right of way shall be per COA Standard Detail R-140. Only for trenching within the roadway prism. No CDF is allowed for subgrade backfill. 20. A Traffic Control Plan shall be submitted and approved prior to any work within the public Right of Way. 21. Landscaping-root barriers are required per Standard Detail R-270. 22. CALL INSPECTION LINES AND NOT INDIVIDUAL CELL PHONES!! 23. Right of Way site plan and TCP is required for any right of way work.WSDOT TCP is acceptable or TCP per MUTCD. GENERAL UTILITY REQUIREMENTS: 24. Do not cover without inspection. 25. Maintain survey staking. 26. All pipe in ground shall be inspected before cover. 27. Take pictures. 28. Call if you have any questions. 29. No pipe received on site without the ends covered; covers will remain in place until installation. 30. Signed set of approved construction drawings will be on site. 31. General site maintenance- No garbage in the ditch; no fittings/pipe in the mud; fitting assembly in a clean area. 32. Maintain horizontal and vertical clearance with other utilities. 33. Maximum amount of open trench shall not exceed 100 feet. 34. Dropped and/or damaged pipe will be removed from the site and replaced. 35. High ground water a potential and dewatering plan may be required. De-watering pumps will need to be available and in good working condition if needed. 36. A Red Line copy of the construction drawings will be submitted to the COA at the project completion with the as-built plans. 37. Tracer Tape is required over side sewer pipes, stubs and any undetectable pipe at 24 to 48 inches below finished grade extending the full length. Page 2 of 5 REV6.2021 GENERAL WATER REQUIREMENTS: 38. Irrigation requires a separate tap for irrigation or a variance can be requested; send to Ryan Morrison rmorrison@arlingtonwa.gov. 39. CDF not required but compaction shall be met. 40. Inspectors shall be contacted and pictures will be taken. 41. All service lines shall be 2 inches and reduced at meter. 42. No 2 inches setters will be installed without restraint rods/spacer (Spud) in place. No wood spacers. 43. Pipe handling-Anticipate low water flows for flushing,keep the pipe/fittings clean.Water tight plug shall be used. 44. Once fittings arrive on site they need to be verified that they conform to approved submittals/COA STD. 45. Reduced Pressure Backflow Assembly(RPBA) is required,preferably inside the building.The RPBA must be in line where the water enters the building. Placement of the RPBA is a minimum of 1 foot and a maximum of 5 feet from ground level. 46. Mega Lugs and Field Locks are required. 47. All valves to be in the closed position to prevent debris/water from entering pipe. 48. Heavy plastic (4 mil.min.) on all fittings prior the thrust blocking. 49. Pre-block and post-block inspections are required.An ecology block may be used with crushed rock backfill compacted to 95%,as needed. • Ecology 1/2 block- 2'x2'x3' (1900 lbs.); or • Ecology full block- 2'x2'x6' (3850 lbs.); or • Per standard detail W-160 thru W-175. 50. All Services will be flushed prior to testing or connecting to the check valve to prevent the check valve from damage. 51. What type of chlorination will you use?Disposal of the Super Chlorinated water? 52. Tie-in connections shall be less than 18 feet and swabbed with a chlorinated water solution of appropriate strength. 53. Water meter will not be set until connection fees have been paid. Contact the Permit Center for or apply online. 360-403-3551 or www.arlingtonwa.gov/254/Construction-Utility-Applications 54. Limited hydrant meters, PUD may supply. GENERAL SANITARY SEWER REQUIREMENTS 55. Inspectors will take pictures. 56. Side sewer pipe and stubs shall be 6 inches. 57. Bedding shall be 3/8 inch clean washed pea gravel or imported clean sand, 6 inches below pipe and 12 inches above pipe. 58. Cleanouts shall be placed 5 feet from the building where each sewer stub exits the building. Cleanouts are required every 100 feet,must be at grade with ring, cover and internal plug,not a cap. If a clean out is not located in a solid surface,it will require a concrete pad. 59. All grouting shall be inspected inside and out. 60. All risers to be wet set and mudded inside and out. Do not use Jet set. 61. Sanitary Sewer Pipe shall be cleaned and tested after backfilling by either exfiltration or low pressure air method. 62. Sewer main will be CCTV and inspector shall be onsite. 63. Clean outs will be a"Y" at 45°. Page 3 of 5 REV6.2021 64. Monitoring manhole (MMH) is required for each commercial use within the city. If multi-tenant, each unit needs to connect separately to a MMH. Maximum of three (3) units may connect to one (1) MMH. Detail SS-130. BUILDING REQUIREMENTS 65. Special Inspections 66. Wall/rockeries separate building permit 67. Field Revisions to Issued Permit-Level 1: Minor changes that Inspectors may add to the approved building permit file. The inspector may also determine that a level 2 requirement is necessary based on the extent and complexity of the changes proposed. "Minor Changes"would include small scale changes,such as: • Updates to floor plan with no increases in footprint,change of uses,or heights. • Minor structural changes from the engineer and/or designer of record; such as: o basic beam changes, o changes of covered porches,patios, 0 over framed areas from trusses to stick framed roofs w/50 psf. or less roof snow loads without roof pitch changes, o window changes without egress change, o minor footing/foundation adjustments). • All changes/modifications should be noted/documented on the permit file and as necessary within the permitting system. 68. Revisions to Issued Permit-Level 2 New applications may be required for minor revisions where staff review is necessary for proposed revisions. Only 1 revision is allowed to any issued building permit. • Types of potential changes may include but are not limited to: o Reallocation of floor area use if it would include and/or cause an increase in bedroom count(s). o Site plan changes in orientation or location on a site without any structural changes. o Roof pitch changes. o Structural changes and alterations that would then require some type of building plan review. o Slight increases and/or adjustments to previously permitted details and/or features which would increase the area and/or footprint square footage,including,but not limited to: ■ decks, ■ covered porches/decks, ■ existing room(s)/habitable space, ■ garage • Increases shall not exceed 10% of the existing detail/floor area up to a maximum total of 250 sq. ft. • Increases and/or adjustments shall not create a nonconforming structure (e.g. setbacks, floodplain, critical area,shoreline,ADU limitations, or would create other type of nonconforming use). 69. Revisions to Issued Permit-Level 3 Requirements for new Permit application and full review of Substantial Changes: Changes in the scope and scale of the structure and/or structural design that would necessitate a new permit. Page 4 of 5 REV6.2021 • "Substantial Changes"would include changes,such as: o Changing from wood to reinforced concrete or other change in the type of construction. o Changes in occupancy that require extensive changes to the construction and life safety design of the structure. o Altered projects resulting in a totally new configuration/layout. o A completely new design,new elements,and/or features not part of the original prior approved building permit. GENERAL REQUIREMENTS: 70. Permit numbers shall be added to all required reports and emailed to the following: • Kevin Olander-kolanderOarlingtonwa.gov 360-403-3433 • Brian Grieve-b grieve 0arlingtonwa.gov 360-403-3438/360-913-1396 (cell) • Permit Center-ced0arlingtonwa.gov 360-403-3551 71. Utility General Contact Information: 360-403-3526 • Water Department Contact: o Gus Tararan-gtararan0arlingotnwa.gov 425-754-7438 o Inspections-360-403-3526 • Wastewater Department Contact: o Joe Wilson-jwilsonC@arlingotnwa.gov 425-754-7442 o Inspections-360-403-3508 72. Plan Revisions shall be submitted via hard copy to CED Department for review. • Two (2) copies of revised plans shall be required along with an electronic copy 73. Meeting Attendees: Page 5 of 5 REV6.2021